HEC-RAS 2D HDF Data Analysis Notebook¶
This notebook demonstrates how to manipulate and analyze HEC-RAS 2D HDF data using the ras-commander library. It leverages the HdfBase, HdfUtils, HdfStruc, HdfMesh, HdfXsec, HdfBndry, HdfPlan, HdfResultsPlan, HdfResultsMesh, and HdfResultsXsec classes to streamline data extraction, processing, and visualization.
In [1]:
# Import required Libraries
import subprocess
import sys
import os
from pathlib import Path
def install_module(module_name):
try:
__import__(module_name)
except ImportError:
print(f"{module_name} not found. Installing...")
subprocess.check_call([sys.executable, "-m", "pip", "install", "-U", module_name])
# List of modules to check and install if necessary
modules = ['h5py', 'numpy', 'requests', 'geopandas', 'matplotlib', 'pandas', 'pyproj', 'shapely', 'xarray', 'rasterio']
for module in modules:
install_module(module)
# Import the rest of the required libraries
import pandas as pd
import numpy as np
import geopandas as gpd
import matplotlib.pyplot as plt
import pyproj
from shapely.geometry import Point, LineString, Polygon
import xarray as xr
from mpl_toolkits.axes_grid1.inset_locator import inset_axes
import matplotlib.patches as patches
from matplotlib.patches import ConnectionPatch
import logging
from pathlib import Path
import rasterio
from rasterio.plot import show
In [2]:
# Install ras-commander if you are not in a dev environment.
# install_module(ras-commander)
Importing ras-commander flexibly (from package or local dev copy)¶
In [3]:
# Flexible Import for RAS Commander
import sys
from pathlib import Path
# Flexible imports to allow for development without installation
# ** Use this version with Jupyter Notebooks **
try:
# Try to import from the installed package
from ras_commander import (init_ras_project, HdfBase, HdfUtils, HdfFluvialPluvial, HdfStruc, HdfMesh, HdfXsec, HdfBndry, HdfPlan, HdfResultsPlan, HdfResultsMesh, HdfResultsXsec, HdfPipe, HdfPump, RasExamples, RasCmdr, RasPlan, RasGeo, RasUnsteady, RasUtils, RasPrj, RasGpt, ras)
from ras_commander.Decorators import standardize_input, log_call
from ras_commander.LoggingConfig import setup_logging, get_logger
except ImportError:
# If the import fails, add the parent directory to the Python path
print("Using Local Dev Copy")
import os
current_file = Path(os.getcwd()).resolve()
parent_directory = current_file.parent
sys.path.append(str(parent_directory))
# Now try to import again
from ras_commander import (init_ras_project, HdfBase, HdfUtils, HdfFluvialPluvial, HdfStruc, HdfMesh, HdfXsec, HdfBndry, HdfPlan, HdfResultsPlan, HdfResultsMesh, HdfResultsXsec, HdfPipe, HdfPump, RasExamples, RasCmdr, RasPlan, RasGeo, RasUnsteady, RasUtils, RasPrj, RasGpt, ras)
from ras_commander.Decorators import standardize_input, log_call
from ras_commander.LoggingConfig import setup_logging, get_logger
print("ras_commander imported successfully")
Using Local Dev Copy ras_commander imported successfully
In [4]:
# Download the BaldEagleCrkMulti2D project from HEC and run plan 01
# Define the path to the BaldEagleCrkMulti2D project
current_dir = Path.cwd() # Adjust if your notebook is in a different directory
bald_eagle_path = current_dir / "example_projects" / "BaldEagleCrkMulti2D"
import logging
# Check if BaldEagleCrkMulti2D.p06.hdf exists (so we don't have to re-run the simulation when re-running or debugging)
hdf_file = bald_eagle_path / "BaldEagleDamBrk.p06.hdf"
if not hdf_file.exists():
# Initialize RasExamples and extract the BaldEagleCrkMulti2D project
ras_examples = RasExamples()
ras_examples.extract_project(["BaldEagleCrkMulti2D"])
# Initialize custom Ras object
bald_eagle = RasPrj()
# Initialize the RAS project using the custom ras object
bald_eagle = init_ras_project(bald_eagle_path, "6.6", ras_instance=bald_eagle)
logging.info(f"Bald Eagle project initialized with folder: {bald_eagle.project_folder}")
logging.info(f"Bald Eagle object id: {id(bald_eagle)}")
# Define the plan number to execute
plan_number = "06"
# Update run flags for the project
RasPlan.update_run_flags(
plan_number,
geometry_preprocessor=True,
unsteady_flow_simulation=True,
run_sediment=False,
post_processor=True,
floodplain_mapping=False,
ras_object=bald_eagle
)
# Execute Plan 06 using RasCmdr for Bald Eagle
print(f"Executing Plan {plan_number} for the Bald Eagle Creek project...")
success_bald_eagle = RasCmdr.compute_plan(plan_number, ras_object=bald_eagle)
if success_bald_eagle:
print(f"Plan {plan_number} executed successfully for Bald Eagle.\n")
else:
print(f"Plan {plan_number} execution failed for Bald Eagle.\n")
else:
print("BaldEagleCrkMulti2D.p06.hdf already exists. Skipping project extraction and plan execution.")
# Initialize the RAS project using the custom ras object
bald_eagle = RasPrj()
bald_eagle = init_ras_project(bald_eagle_path, "6.6", ras_instance=bald_eagle)
plan_number = "06"
2024-11-06 16:14:25,645 - ras_commander.RasPrj - INFO - Calling init_ras_project 2024-11-06 16:14:25,646 - ras_commander.RasPrj - INFO - Calling get_ras_exe 2024-11-06 16:14:25,647 - ras_commander.RasPrj - INFO - HEC-RAS executable found at default path: C:\Program Files (x86)\HEC\HEC-RAS\6.6\Ras.exe 2024-11-06 16:14:25,648 - ras_commander.RasPrj - INFO - Finished get_ras_exe 2024-11-06 16:14:25,649 - ras_commander.RasPrj - INFO - Calling initialize 2024-11-06 16:14:25,653 - ras_commander.RasPrj - INFO - Calling find_ras_prj 2024-11-06 16:14:25,665 - ras_commander.RasPrj - INFO - Finished find_ras_prj 2024-11-06 16:14:25,666 - ras_commander.RasPrj - INFO - Calling _load_project_data 2024-11-06 16:14:25,681 - ras_commander.RasPrj - INFO - Calling get_geom_entries 2024-11-06 16:14:25,687 - ras_commander.RasPrj - INFO - Found 10 geometry entries 2024-11-06 16:14:25,688 - ras_commander.RasPrj - INFO - Finished get_geom_entries 2024-11-06 16:14:25,694 - ras_commander.RasPrj - INFO - Finished _load_project_data 2024-11-06 16:14:25,695 - ras_commander.RasPrj - INFO - Calling get_boundary_conditions 2024-11-06 16:14:25,706 - ras_commander.RasPrj - INFO - Finished get_boundary_conditions 2024-11-06 16:14:25,707 - ras_commander.RasPrj - INFO - Initialization complete for project: BaldEagleDamBrk 2024-11-06 16:14:25,708 - ras_commander.RasPrj - INFO - Plan entries: 11, Flow entries: 0, Unsteady entries: 10, Geometry entries: 10, Boundary conditions: 51 2024-11-06 16:14:25,709 - ras_commander.RasPrj - INFO - Geometry HDF files found: 11 2024-11-06 16:14:25,710 - ras_commander.RasPrj - INFO - Finished initialize 2024-11-06 16:14:25,710 - ras_commander.RasPrj - INFO - Project initialized. ras_instance project folder: c:\GH\ras-commander\examples\example_projects\BaldEagleCrkMulti2D 2024-11-06 16:14:25,711 - ras_commander.RasPrj - INFO - Finished init_ras_project
BaldEagleCrkMulti2D.p06.hdf already exists. Skipping project extraction and plan execution.
In [5]:
# Load Plan and Geometry Dataframes and find Plan and Geometry HDF Paths
# Display plan_df for bald_eagle project
print("Plan DataFrame for bald_eagle project:")
display(bald_eagle.plan_df)
# Display geom_df for bald_eagle project
print("\nGeometry DataFrame for bald_eagle project:")
display(bald_eagle.geom_df)
# Get the plan HDF path
plan_number = "06" # Assuming we're using plan 01 as in the previous code
plan_hdf_path = bald_eagle.plan_df.loc[bald_eagle.plan_df['plan_number'] == plan_number, 'HDF_Results_Path'].values[0]
# Get the geometry file number from the plan DataFrame
geom_file = bald_eagle.plan_df.loc[bald_eagle.plan_df['plan_number'] == plan_number, 'Geom File'].values[0]
geom_number = geom_file[1:] # Remove the 'g' prefix
# Get the geometry HDF path
geom_hdf_path = bald_eagle.geom_df.loc[bald_eagle.geom_df['geom_number'] == geom_number, 'hdf_path'].values[0]
print(f"\nPlan HDF path for Plan {plan_number}: {plan_hdf_path}")
print(f"Geometry HDF path for Plan {plan_number}: {geom_hdf_path}")
Plan DataFrame for bald_eagle project:
| plan_number | full_path | Computation Interval | DSS File | Flow File | Friction Slope Method | Geom File | Mapping Interval | Plan Title | Program Version | ... | Run WQNet | Short Identifier | Simulation Date | UNET D1 Cores | UNET Use Existing IB Tables | UNET 1D Methodology | UNET D2 SolverType | UNET D2 Name | HDF_Results_Path | Geom_File | |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 0 | 13 | c:\GH\ras-commander\examples\example_projects\... | 30SEC | dss | u07 | 1 | g06 | 30MIN | PMF with Multi 2D Areas | 5.10 | ... | 0 | PMF Multi 2D | 01JAN1999,1200,04JAN1999,1200 | 0 | -1 | Finite Difference | Pardiso (Direct) | 193 | None | c:\GH\ras-commander\examples\example_projects\... |
| 1 | 15 | c:\GH\ras-commander\examples\example_projects\... | 20SEC | dss | u12 | 1 | g08 | 5MIN | 1d-2D Dambreak Refined Grid | 5.10 | ... | 0 | 1D-2D Refined Grid | 01JAN1999,1200,04JAN1999,1200 | 0 | -1 | Finite Difference | NaN | BaldEagleCr | None | c:\GH\ras-commander\examples\example_projects\... |
| 2 | 17 | c:\GH\ras-commander\examples\example_projects\... | 1MIN | dss | u09 | 1 | g10 | 5MIN | 2D to 1D No Dam | 5.00 | ... | 0 | 2D to 1D No Dam | 01JAN1999,1200,06JAN1999,1200 | 0 | -1 | NaN | NaN | Upstream2D | None | c:\GH\ras-commander\examples\example_projects\... |
| 3 | 18 | c:\GH\ras-commander\examples\example_projects\... | 20SEC | dss | u10 | 1 | g11 | 5MIN | 2D to 2D Run | 5.00 | ... | 0 | 2D to 2D Run | 01JAN1999,1200,04JAN1999,1200 | 0 | -1 | NaN | NaN | BaldEagleCr | None | c:\GH\ras-commander\examples\example_projects\... |
| 4 | 19 | c:\GH\ras-commander\examples\example_projects\... | 20SEC | dss | u11 | 1 | g12 | 10MIN | SA to 2D Dam Break Run | 5.00 | ... | 0 | SA to 2D Dam Break | 01JAN1999,1200,04JAN1999,1200 | 0 | -1 | NaN | NaN | BaldEagleCr | None | c:\GH\ras-commander\examples\example_projects\... |
| 5 | 03 | c:\GH\ras-commander\examples\example_projects\... | 30SEC | dss | u13 | 1 | g09 | 10MIN | Single 2D Area - Internal Dam Structure | 5.04 | ... | 0 | Single 2D | 01JAN1999,1200,04JAN1999,1200 | 0 | -1 | Finite Difference | NaN | BaldEagleCr | None | c:\GH\ras-commander\examples\example_projects\... |
| 6 | 04 | c:\GH\ras-commander\examples\example_projects\... | 20SEC | dss | u01 | 1 | g13 | 5MIN | SA to 2D Area Conn - 2D Levee Structure | 5.00 | ... | 0 | 2D Levee Struc | 01JAN1999,1200,04JAN1999,1200 | 0 | -1 | NaN | NaN | BaldEagleCr | None | c:\GH\ras-commander\examples\example_projects\... |
| 7 | 02 | c:\GH\ras-commander\examples\example_projects\... | 10SEC | dss | u01 | 1 | g01 | 5MIN | SA to Detailed 2D Breach | 5.10 | ... | 0 | SA-2D Det Brch | 01JAN1999,1200,04JAN1999,1200 | 0 | -1 | Finite Difference | Pardiso (Direct) | BaldEagleCr | None | c:\GH\ras-commander\examples\example_projects\... |
| 8 | 01 | c:\GH\ras-commander\examples\example_projects\... | 5SEC | dss | u01 | 1 | g01 | 5MIN | SA to Detailed 2D Breach FEQ | 5.03 | ... | 0 | SA-2D Det FEQ | 01JAN1999,1200,04JAN1999,1200 | 0 | -1 | NaN | NaN | BaldEagleCr | None | c:\GH\ras-commander\examples\example_projects\... |
| 9 | 05 | c:\GH\ras-commander\examples\example_projects\... | 5SEC | dss | u02 | 1 | g03 | 10MIN | Single 2D area with Bridges FEQ | 5.10 | ... | 0 | Single 2D Bridges FEQ | 01JAN1999,1200,04JAN1999,1200 | 0 | -1 | Finite Difference | PARDISO (Direct) | BaldEagleCr | None | c:\GH\ras-commander\examples\example_projects\... |
| 10 | 06 | c:\GH\ras-commander\examples\example_projects\... | 20SEC | dss | u03 | 1 | g09 | 10MIN | Gridded Precip - Infiltration | 6.00 | ... | 0 | Grid Precip Infiltration | 09SEP2018,0000,14SEP2018,0000 | 0 | -1 | Finite Difference | Pardiso (Direct) | BaldEagleCr | c:\GH\ras-commander\examples\example_projects\... | c:\GH\ras-commander\examples\example_projects\... |
11 rows × 24 columns
Geometry DataFrame for bald_eagle project:
| geom_file | geom_number | full_path | hdf_path | |
|---|---|---|---|---|
| 0 | g06 | 06 | c:\GH\ras-commander\examples\example_projects\... | c:\GH\ras-commander\examples\example_projects\... |
| 1 | g08 | 08 | c:\GH\ras-commander\examples\example_projects\... | c:\GH\ras-commander\examples\example_projects\... |
| 2 | g10 | 10 | c:\GH\ras-commander\examples\example_projects\... | c:\GH\ras-commander\examples\example_projects\... |
| 3 | g11 | 11 | c:\GH\ras-commander\examples\example_projects\... | c:\GH\ras-commander\examples\example_projects\... |
| 4 | g12 | 12 | c:\GH\ras-commander\examples\example_projects\... | c:\GH\ras-commander\examples\example_projects\... |
| 5 | g09 | 09 | c:\GH\ras-commander\examples\example_projects\... | c:\GH\ras-commander\examples\example_projects\... |
| 6 | g13 | 13 | c:\GH\ras-commander\examples\example_projects\... | c:\GH\ras-commander\examples\example_projects\... |
| 7 | g01 | 01 | c:\GH\ras-commander\examples\example_projects\... | c:\GH\ras-commander\examples\example_projects\... |
| 8 | g03 | 03 | c:\GH\ras-commander\examples\example_projects\... | c:\GH\ras-commander\examples\example_projects\... |
| 9 | g02 | 02 | c:\GH\ras-commander\examples\example_projects\... | c:\GH\ras-commander\examples\example_projects\... |
Plan HDF path for Plan 06: c:\GH\ras-commander\examples\example_projects\BaldEagleCrkMulti2D\BaldEagleDamBrk.p06.hdf Geometry HDF path for Plan 06: c:\GH\ras-commander\examples\example_projects\BaldEagleCrkMulti2D\BaldEagleDamBrk.g09.hdf
In [6]:
# Define the HDF input path as Plan Number
plan_number = "06" # Assuming we're using plan 01 as in the previous code
RasHdfUtils | Method Name | Description | |-------------|-------------| | get_attrs | Converts attributes from a HEC-RAS HDF file into a Python dictionary for a given attribute path | | get_root_attrs | Returns attributes at root level of HEC-RAS HDF file | | get_hdf_paths_with_properties | Gets all paths in the HDF file with their properties | | get_group_attributes_as_df | Gets attributes of a group in the HDF file as a DataFrame | | get_hdf_filename | Gets the HDF filename from various input types | | get_runtime_data | Extracts runtime and compute time data from a single HDF file |
In [7]:
# Get HDF Paths with Properties (For Exploring HDF Files)
HdfBase.get_dataset_info(plan_number, ras_object=bald_eagle, group_path="/")
2024-11-06 16:14:25,778 - ras_commander.HdfBase - INFO - Using HDF file: c:\GH\ras-commander\examples\example_projects\BaldEagleCrkMulti2D\BaldEagleDamBrk.p06.hdf
Exploring group: /
Group: //Event Conditions
Attributes for //Event Conditions:
Completed Successfully: b'True'
Date Processed: b'11/6/2024 2:16:11 PM'
Group: //Event Conditions/Meteorology
Dataset: //Event Conditions/Meteorology/Attributes
Shape: (1,)
Dtype: [('Variable', 'S32'), ('Group', 'S42')]
Group: //Event Conditions/Meteorology/Precipitation
Attributes for //Event Conditions/Meteorology/Precipitation:
DSS Filename: b'.\\Precipitation\\precip.2018.09.dss'
DSS Pathname: b'/SHG/MARFC/PRECIP/01SEP2018:0200/01SEP2018:0300/NEXRAD/'
Data Type: b'per-cum'
Interpolation Method: b''
Mode: b'Gridded'
Projection: b'PROJCS["USA_Contiguous_Albers_Equal_Area_Conic_USGS_version",GEOGCS["NAD83",DATUM["North_American_Datum_1983",SPHEROID["GRS 1980",6378137,298.257222101,AUTHORITY["EPSG","7019"]],AUTHORITY["EPSG","6269"]],PRIMEM["Greenwich",0],UNIT["Degree",0.0174532925199433]],PROJECTION["Albers_Conic_Equal_Area"],PARAMETER["latitude_of_center",23],PARAMETER["longitude_of_center",-96],PARAMETER["standard_parallel_1",29.5],PARAMETER["standard_parallel_2",45.5],PARAMETER["false_easting",0],PARAMETER["false_northing",0],UNIT["metre",1,AUTHORITY["EPSG","9001"]],AXIS["Easting",EAST],AXIS["Northing",NORTH]]'
Raster Cellsize: 2000.0
Raster Cols: 515
Raster Left: 1096000.0
Raster Rows: 522
Raster Top: 2560000.0
Source: b'DSS'
Units: b'in'
Group: //Event Conditions/Meteorology/Precipitation/2D Flow Areas
Group: //Event Conditions/Meteorology/Precipitation/2D Flow Areas/BaldEagleCr
Dataset: //Event Conditions/Meteorology/Precipitation/2D Flow Areas/BaldEagleCr/Cell Indexes
Shape: (72264,)
Dtype: int32
Dataset: //Event Conditions/Meteorology/Precipitation/2D Flow Areas/BaldEagleCr/Cell Info
Shape: (18066, 2)
Dtype: int32
Dataset: //Event Conditions/Meteorology/Precipitation/2D Flow Areas/BaldEagleCr/Cell Weights
Shape: (72264,)
Dtype: float32
Dataset: //Event Conditions/Meteorology/Precipitation/2D Flow Areas/BaldEagleCr/Face Indexes
Shape: (150376,)
Dtype: int32
Dataset: //Event Conditions/Meteorology/Precipitation/2D Flow Areas/BaldEagleCr/Face Info
Shape: (37594, 2)
Dtype: int32
Dataset: //Event Conditions/Meteorology/Precipitation/2D Flow Areas/BaldEagleCr/Face Weights
Shape: (150376,)
Dtype: float32
Dataset: //Event Conditions/Meteorology/Precipitation/Timestamp
Shape: (122,)
Dtype: |S22
Dataset: //Event Conditions/Meteorology/Precipitation/Values
Shape: (122, 268830)
Dtype: float32
Group: //Event Conditions/Unsteady
Group: //Event Conditions/Unsteady/Boundary Conditions
Group: //Event Conditions/Unsteady/Boundary Conditions/Flow Hydrographs
Dataset: //Event Conditions/Unsteady/Boundary Conditions/Flow Hydrographs/2D: BaldEagleCr BCLine: Upstream Inflow
Shape: (121, 2)
Dtype: float32
Attributes for //Event Conditions/Unsteady/Boundary Conditions/Flow Hydrographs/2D: BaldEagleCr BCLine: Upstream Inflow:
2D Flow Area: b'BaldEagleCr'
BC Line: b'Upstream Inflow'
Check TW Stage: b'False'
Data Type: b'INST-VAL'
EG Slope For Distributing Flow: 0.0005000000237487257
End Date: b'13Sep2018 2400'
Face Fraction: [0.01517637 1. 1. 1. 1. 1.
1. 1. 1. ]
Face Indexes: [37450 37483 37482 37504 37524 37522 37536 37539 37197]
Face Point Indexes: [19255 19256 19270 19283 19285 19294 19302 19304 19309 19528]
Interval: b'Days'
Node Index: 1
Start Date: b'08Sep2018 2400'
Group: //Event Conditions/Unsteady/Boundary Conditions/Normal Depths
Dataset: //Event Conditions/Unsteady/Boundary Conditions/Normal Depths/2D: BaldEagleCr BCLine: DS2NormalD
Shape: (1,)
Dtype: float32
Attributes for //Event Conditions/Unsteady/Boundary Conditions/Normal Depths/2D: BaldEagleCr BCLine: DS2NormalD:
2D Flow Area: b'BaldEagleCr'
BC Line: b'DS2NormalD'
BC Line WS: b'Multiple'
Check TW Stage: b'False'
Face Fraction: [1. 1. 1. 1. 1. 1. 1.
1. 1. 1. 0.6023718]
Face Indexes: [37551 2157 2032 1904 762 1552 1444 1329 1223 1104 983]
Face Point Indexes: [19486 1038 976 915 855 796 738 680 623 567 511 455]
Node Index: 1
Dataset: //Event Conditions/Unsteady/Boundary Conditions/Normal Depths/2D: BaldEagleCr BCLine: DSNormalDepth
Shape: (1,)
Dtype: float32
Attributes for //Event Conditions/Unsteady/Boundary Conditions/Normal Depths/2D: BaldEagleCr BCLine: DSNormalDepth:
2D Flow Area: b'BaldEagleCr'
BC Line: b'DSNormalDepth'
BC Line WS: b'Multiple'
Check TW Stage: b'False'
Face Fraction: [0.49774522 1. 1. 1. 1. 1.
0.8934481 ]
Face Indexes: [2954 2960 2823 2829 2683 2679 2540]
Face Point Indexes: [1443 1444 1375 1376 1377 1308 1235 1236]
Node Index: 1
Group: //Event Conditions/Unsteady/Initial Conditions
Attributes for //Event Conditions/Unsteady/Initial Conditions:
Startup Mode: b'Computed'
Group: //Geometry
Attributes for //Geometry:
Complete Geometry: b'True'
Extents: [1960041.35636708 2092643.59732271 285497.89971632 375079.47221333]
Geometry Time: b'06Nov2024 14:15:29'
Infiltration Date Last Modified: b'11MAR2022 13:52:44'
Infiltration File Date: b'24NOV2020 13:24:58'
Infiltration Filename: b'.\\Soils Data\\Infiltration.hdf'
Infiltration Layername: b'Infiltration'
Land Cover Date Last Modified: b'11MAR2022 13:45:08'
Land Cover File Date: b'11MAR2022 13:45:08'
Land Cover Filename: b'.\\Land Classification\\LandCover.hdf'
Land Cover Layername: b'LandCover'
Percent Impervious Date Last Modified: b'11MAR2022 13:45:08'
Percent Impervious File Date: b'11MAR2022 13:45:08'
Percent Impervious Filename: b'.\\Land Classification\\LandCover.hdf'
Percent Impervious Layername: b'LandCover'
SI Units: b'False'
Terrain File Date: b'09FEB2015 08:26:58'
Terrain Filename: b'.\\Terrain\\Terrain50.hdf'
Terrain Layername: b'Terrain50'
Title: b'Single 2D Area - Internal Dam Structure'
Version: b'1.0.20 (20Sep2024)'
Group: //Geometry/2D Flow Area Break Lines
Dataset: //Geometry/2D Flow Area Break Lines/Attributes
Shape: (4,)
Dtype: [('Name', 'S32'), ('Cell Spacing Near', '<f4'), ('Cell Spacing Far', '<f4'), ('Near Repeats', '<i4'), ('Protection Radius', 'u1')]
Dataset: //Geometry/2D Flow Area Break Lines/Polyline Info
Shape: (4, 4)
Dtype: int32
Attributes for //Geometry/2D Flow Area Break Lines/Polyline Info:
Column: [b'Point Starting Index' b'Point Count' b'Part Starting Index'
b'Part Count']
Feature Type: b'Polyline'
Row: b'Feature'
Dataset: //Geometry/2D Flow Area Break Lines/Polyline Parts
Shape: (4, 2)
Dtype: int32
Attributes for //Geometry/2D Flow Area Break Lines/Polyline Parts:
Column: [b'Point Starting Index' b'Point Count']
Row: b'Part'
Dataset: //Geometry/2D Flow Area Break Lines/Polyline Points
Shape: (351, 2)
Dtype: float64
Attributes for //Geometry/2D Flow Area Break Lines/Polyline Points:
Column: [b'X' b'Y']
Row: b'Points'
Group: //Geometry/2D Flow Areas
Dataset: //Geometry/2D Flow Areas/Attributes
Shape: (1,)
Dtype: [('Name', 'S16'), ('Locked', 'u1'), ('Mann', '<f4'), ('Multiple Face Mann n', 'u1'), ('Composite LC', 'u1'), ('Cell Vol Tol', '<f4'), ('Cell Min Area Fraction', '<f4'), ('Face Profile Tol', '<f4'), ('Face Area Tol', '<f4'), ('Face Conv Ratio', '<f4'), ('Laminar Depth', '<f4'), ('Min Face Length Ratio', '<f4'), ('Spacing dx', '<f4'), ('Spacing dy', '<f4'), ('Shift dx', '<f4'), ('Shift dy', '<f4'), ('Cell Count', '<i4')]
Group: //Geometry/2D Flow Areas/BaldEagleCr
Attributes for //Geometry/2D Flow Areas/BaldEagleCr:
Cell Average Size: 63656.63671875
Cell Maximum Index: 9064
Cell Maximum Size: 205597.9375
Cell Minimum Area Fraction: 0.009999999776482582
Cell Minimum Size: 3001.450927734375
Cell Volume Tolerance: 0.009999999776482582
Composite LC: 0
Connection Profile Hash: [227 176 196 66 152 252 28 20 154 251 244 200 153 111 185 36 39 174
65 228 100 155 147 76 164 149 153 27 120 82 184 85]
Data Date: b'06Nov2024 14:15:35'
Extents: [1965981.77456347 2084790.1384913 289578.11400543 371007.58255437]
Face Area Conveyance Ratio: 0.019999999552965164
Face Area Elevation Tolerance: 0.009999999776482582
Face Profile Tolerance: 0.009999999776482582
Infiltration Date Last Modified: b'06NOV2024 14:15:30'
Infiltration File Date: b'06NOV2024 14:15:30'
Infiltration Filename: b'.\\Soils Data\\Infiltration.hdf'
Infiltration Layername: b'Infiltration'
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Dataset: //Geometry/Structures/Bridge Coefficient Attributes
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Dataset: //Geometry/Structures/Centerline Info
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Attributes for //Geometry/Structures/Centerline Info:
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Feature Type: b'Polyline'
Row: b'Feature'
Dataset: //Geometry/Structures/Centerline Parts
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Dtype: int32
Attributes for //Geometry/Structures/Centerline Parts:
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Row: b'Part'
Dataset: //Geometry/Structures/Centerline Points
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Attributes for //Geometry/Structures/Centerline Points:
Column: [b'X' b'Y']
Row: b'Points'
Group: //Geometry/Structures/Gate Groups
Dataset: //Geometry/Structures/Gate Groups/Attributes
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Dtype: [('Structure ID', '<i4'), ('Name', 'S12'), ('Width', '<f4'), ('Height', '<f4'), ('Invert', '<f4'), ('Method', '<i4'), ('Sluice Coef', '<f4'), ('Radial Coef', '<f4'), ('Trunion Exponent', '<f4'), ('Open Exponent', '<f4'), ('Head Exponent', '<f4'), ('Trunion Height', '<f4'), ('Orifice Coef', '<f4'), ('Head Reference', '<i4'), ('Spillway Shape', 'S16'), ('Weir Coef', '<f4'), ('Design Head', '<f4'), ('Design Height', '<f4'), ('Use Rehbok', 'u1'), ('Use Kindsvater Carter', 'u1'), ('Kindsvater Carter Method', '<i4'), ('User Curve Set', 'S64'), ('Openings', '<i4')]
Group: //Geometry/Structures/Gate Groups/Openings
Attributes for //Geometry/Structures/Gate Groups/Openings:
Bridge/Culvert Count: 0
Connection Count: 2
Inline Structure Count: 0
Lateral Structure Count: 0
Dataset: //Geometry/Structures/Gate Groups/Openings/Attributes
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Dataset: //Geometry/Structures/Gate Groups/Openings/Centerline Info
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Attributes for //Geometry/Structures/Gate Groups/Openings/Centerline Parts:
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Row: b'Part'
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Attributes for //Geometry/Structures/Gate Groups/Openings/Centerline Points:
Column: [b'X' b'Y']
Row: b'Points'
Dataset: //Geometry/Structures/Profile Data
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Dtype: float32
Group: //Geometry/Structures/Property Tables
Attributes for //Geometry/Structures/Property Tables:
NRCF: 0
Dataset: //Geometry/Structures/Table Info
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Dtype: [('Centerline Profile (Index)', '<i4'), ('Centerline Profile (Count)', '<i4'), ('US XS Profile (Index)', '<i4'), ('US XS Profile (Count)', '<i4'), ('US BR Profile (Index)', '<i4'), ('US BR Profile (Count)', '<i4'), ('US BR Weir Profile (Index)', '<i4'), ('US BR Weir Profile (Count)', '<i4'), ('US BR Lid Profile (Index)', '<i4'), ('US BR Lid Profile (Count)', '<i4'), ('DS XS Profile (Index)', '<i4'), ('DS XS Profile (Count)', '<i4'), ('DS BR Profile (Index)', '<i4'), ('DS BR Profile (Count)', '<i4'), ('DS BR Weir Profile (Index)', '<i4'), ('DS BR Weir Profile (Count)', '<i4'), ('DS BR Lid Profile (Index)', '<i4'), ('DS BR Lid Profile (Count)', '<i4'), ('US XS Mann (Index)', '<i4'), ('US XS Mann (Count)', '<i4'), ('US BR Mann (Index)', '<i4'), ('US BR Mann (Count)', '<i4'), ('DS XS Mann (Index)', '<i4'), ('DS XS Mann (Count)', '<i4'), ('DS BR Mann (Index)', '<i4'), ('DS BR Mann (Count)', '<i4'), ('RC (Index)', '<i4'), ('RC (Count)', '<i4')]
Group: //Plan Data
Group: //Plan Data/Breach Data
Dataset: //Plan Data/Breach Data/Bottom Widths
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Dtype: float32
Dataset: //Plan Data/Breach Data/Names
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Dtype: |S43
Dataset: //Plan Data/Breach Data/Side Slopes
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Dtype: float32
Group: //Plan Data/Plan Information
Attributes for //Plan Data/Plan Information:
Base Output Interval: b'10MIN'
Computation Time Courant Method: b'Representative Length/Velocity'
Computation Time Step Base: b'20SEC'
Computation Time Step Count To Double: 4
Computation Time Step Max Courant: 1.0
Computation Time Step Max Doubling: 1
Computation Time Step Max Halving: 0
Computation Time Step Min Courant: 0.44999998807907104
Flow Filename: b'BaldEagleDamBrk.u03'
Flow Title: b'Gridded Precipitation'
Geometry Filename: b'BaldEagleDamBrk.g09'
Geometry Title: b'Single 2D Area - Internal Dam Structure'
Plan Filename: b'BaldEagleDamBrk.p06'
Plan Name: b'Gridded Precip - Infiltration'
Plan ShortID: b'Grid Precip Infiltration'
Plan Title: b'Gridded Precip - Infiltration'
Project Filename: b'C:\\GH\\ras-commander\\examples\\example_projects\\BaldEagleCrkMulti2D\\BaldEagleDamBrk.prj'
Project Title: b'Bald Eagle Creek Example Dam Break Study'
Simulation End Time: b'14Sep2018 00:00:00'
Simulation Start Time: b'09Sep2018 00:00:00'
Time Window: b'09Sep2018 00:00:00 to 14Sep2018 00:00:00'
Dataset: //Plan Data/Plan Information/Debug Commands
Shape: (3,)
Dtype: |S1
Group: //Plan Data/Plan Parameters
Attributes for //Plan Data/Plan Parameters:
1D Cores: 0
1D Flow Tolerance: nan
1D Maximum Iterations: 20
1D Maximum Iterations Without Improvement: 0
1D Maximum Water Surface Error To Abort: 100.0
1D Methodology: b'Finite Difference'
1D Storage Area Elevation Tolerance: 0.019999999552965164
1D Theta: 1.0
1D Theta Warmup: 1.0
1D Water Surface Elevation Tolerance: 0.019999999552965164
1D-2D Flow Tolerance: 1.0
1D-2D Gate Flow Submergence Decay Exponent: 1.0
1D-2D IS Stablity Factor: 1.0
1D-2D LS Stablity Factor: 2.0
1D-2D Maximum Iterations: 0
1D-2D Maximum Number of Time Slices: 20
1D-2D Minimum Flow Tolerance: nan
1D-2D Minimum Time Step for Slicing(hours): 0.0
1D-2D Number of Warmup Steps: 0
1D-2D Warmup Time Step (hours): 0.0
1D-2D Water Surface Tolerance: 0.019999999552965164
1D-2D Weir Flow Submergence Decay Exponent: 1.0
2D Advanced Convergence: [0]
2D Boundary Condition Ramp Up Fraction: [0.5]
2D Boundary Condition Volume Check: [b'False']
2D Cores (per mesh): [12]
2D Coriolis: b'False'
2D Equation Set: [b'Diffusion Wave']
2D Initial Conditions Ramp Up Time (hrs): [0.]
2D Latitude for Coriolis: [3.4028235e+38]
2D Longitudinal Mixing Coefficient: [0.]
2D Matrix Solver: [b'Pardiso']
2D Maximum Iterations: [20]
2D Names: [b'BaldEagleCr']
2D Number of Time Slices: [1]
2D Only: b'True'
2D Smagorinsky Mixing Coefficient: [0.]
2D Theta: [1.]
2D Theta Warmup: [1.]
2D Transverse Mixing Coefficient: [0.]
2D Turbulence Formulation: [b'None']
2D Volume Tolerance: [0.01]
2D WS Max Tolerance: [0.]
2D WS RMS Tolerance: [0.]
2D WS Stalling Tolerance: [0.]
2D Water Surface Tolerance: [0.01]
Friction Slope Average Method (BR): b'Average Conveyance'
Friction Slope Average Method (XS): b'Average Friction Slope'
Gravity: 32.17399978637695
HDF Additional Output Variables: [b'Cell Velocity' b'Face Eddy Viscosity' b'Face Flow'
b'Face Water Surface' b'Face Shear Stress']
HDF Chunk Size: 1.0
HDF Compression: 1
HDF Fixed Rows: 1
HDF Flush Buffer: b'False'
HDF Spatial Parts: 1
HDF Use Max Rows: 0
HDF Write Time Slices: b'False'
HDF Write Warmup: b'False'
Pardiso Solver: b'False'
Group: //Results
Group: //Results/Summary
Dataset: //Results/Summary/Compute Messages (rtf)
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Dtype: |S2404
Dataset: //Results/Summary/Compute Messages (text)
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Dtype: |S1695
Dataset: //Results/Summary/Compute Processes
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Group: //Results/Unsteady
Attributes for //Results/Unsteady:
Plan Title: b'Gridded Precip - Infiltration'
Program Name: b'HEC-RAS - River Analysis System'
Program Version: b'HEC-RAS 6.6 September 2024'
Project File Name: b'c:\\GH\\ras-commander\\examples\\example_projects\\BaldEagleCrkMulti2D\\BaldEagleDamBrk.prj'
Project Title: b'Bald Eagle Creek Example Dam Break Study'
Short ID: b'Grid Precip Infiltration'
Simulation Time Window: b'08Sep2018 2400 to 13Sep2018 2400'
Type of Run: b'Unsteady Flow Analysis'
Group: //Results/Unsteady/Geometry Info
Dataset: //Results/Unsteady/Geometry Info/2D Area(s)
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Dtype: |S64
Group: //Results/Unsteady/Output
Group: //Results/Unsteady/Output/Output Blocks
Group: //Results/Unsteady/Output/Output Blocks/Base Output
Attributes for //Results/Unsteady/Output/Output Blocks/Base Output:
Output Block Name: [b'Base Output']
Group: //Results/Unsteady/Output/Output Blocks/Base Output/Summary Output
Group: //Results/Unsteady/Output/Output Blocks/Base Output/Summary Output/2D Flow Areas
Group: //Results/Unsteady/Output/Output Blocks/Base Output/Summary Output/2D Flow Areas/BaldEagleCr
Attributes for //Results/Unsteady/Output/Output Blocks/Base Output/Summary Output/2D Flow Areas/BaldEagleCr:
Cum Net Precip Inches: 1.707614779472351
Vol Accounting: b'Volume Accounting in Acre Feet'
Vol Accounting Ending Volume: 124445.203125
Vol Accounting Error: 0.46921461820602417
Vol Accounting Error Percentage: 0.0003311674518045038
Vol Accounting External Inflow: 141685.0
Vol Accounting External Outflow: 17240.263671875
Vol Accounting Internal Inflow: 0.0
Vol Accounting Internal Outflow: 0.0
Vol Accounting Starting Volume: 0.0
Vol Acct. Inflow from Net Precip: 3756.872802734375
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Shape: (1, 2)
Dtype: int32
Attributes for //Results/Unsteady/Output/Output Blocks/Base Output/Summary Output/2D Flow Areas/BaldEagleCr/Cell Cumulative Iter Lookup:
Column 1: b'Cell Number'
Column 2: b'Cumulative number of Max Iterations'
Number of different Cells that went to Maximum Iterations: 0
Dataset: //Results/Unsteady/Output/Output Blocks/Base Output/Summary Output/2D Flow Areas/BaldEagleCr/Cell Cumulative Iteration
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Attributes for //Results/Unsteady/Output/Output Blocks/Base Output/Summary Output/2D Flow Areas/BaldEagleCr/Cell Cumulative Iteration:
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Name: b'Cumulative Max Iterations'
Orientation: b'Scalar'
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Units: b'Iterations'
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Attributes for //Results/Unsteady/Output/Output Blocks/Base Output/Summary Output/2D Flow Areas/BaldEagleCr/Cell Last Iteration:
Cell: b'Number of times given cell is last cell to converge or it went to max iterations'
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Attributes for //Results/Unsteady/Output/Output Blocks/Base Output/Summary Output/2D Flow Areas/BaldEagleCr/Cell Maximum Water Surface Error:
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Max Time: 5.0
Maximum Value of Data Set: 0.009991085156798363
Minimum Value of Data Set: 0.0
Name: b'Water Surface Error Maximum'
Orientation: b'Scalar'
Row: 0
Row Variables: [b'WSEL Error' b'Time']
Units: b'ft'
Units per row: [b'ft' b'days']
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Attributes for //Results/Unsteady/Output/Output Blocks/Base Output/Summary Output/2D Flow Areas/BaldEagleCr/Maximum Face Courant:
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Location: b'Faces'
Maximum Value of Data Set: 0.6819884181022644
Minimum Value of Data Set: 0.0
Name: b'Face Courant Maximum'
Orientation: b'Scalar'
Row: 0
Rows Variables: [b'Courant Face' b'Time']
Units: b'vel*dt/length'
Units per row: [b'vel*dt/length' b'days']
Dataset: //Results/Unsteady/Output/Output Blocks/Base Output/Summary Output/2D Flow Areas/BaldEagleCr/Maximum Face Shear Stress
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Attributes for //Results/Unsteady/Output/Output Blocks/Base Output/Summary Output/2D Flow Areas/BaldEagleCr/Maximum Face Shear Stress:
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Min Value: 0.0
Rows Variables: [b'Shear Stress' b'Time']
Units: [b'PSF' b'days']
Dataset: //Results/Unsteady/Output/Output Blocks/Base Output/Summary Output/2D Flow Areas/BaldEagleCr/Maximum Face Velocity
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Dtype: float32
Attributes for //Results/Unsteady/Output/Output Blocks/Base Output/Summary Output/2D Flow Areas/BaldEagleCr/Maximum Face Velocity:
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Max Time: 5.0
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Min Value: -13.62198543548584
Minimum Value of Data Set: -13.62198543548584
Name: b'Face Velocity Maximum'
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Row: 0
Rows Variables: [b'Velocity' b'Time']
Units: b'ft/s'
Units per row: [b'ft/s' b'days']
Dataset: //Results/Unsteady/Output/Output Blocks/Base Output/Summary Output/2D Flow Areas/BaldEagleCr/Maximum Water Surface
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Attributes for //Results/Unsteady/Output/Output Blocks/Base Output/Summary Output/2D Flow Areas/BaldEagleCr/Maximum Water Surface:
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Attributes for //Results/Unsteady/Output/Output Blocks/Base Output/Summary Output/2D Flow Areas/BaldEagleCr/Minimum Face Velocity:
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Max Time: 0.00023148149193730205
Maximum Value of Data Set: 0.0
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Min Value: -1.0384738445281982
Minimum Value of Data Set: -1.0384738445281982
Name: b'Face Velocity Minimum'
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Row: 0
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Units: b'ft/s'
Units per row: [b'ft/s' b'days']
Dataset: //Results/Unsteady/Output/Output Blocks/Base Output/Summary Output/2D Flow Areas/BaldEagleCr/Minimum Water Surface
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Attributes for //Results/Unsteady/Output/Output Blocks/Base Output/Summary Output/2D Flow Areas/BaldEagleCr/Minimum Water Surface:
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Max Value: 845.14892578125
Min Time: 0.00023148149193730205
Min Value: 527.1326904296875
Rows Variables: [b'WSEL' b'Time']
Units: [b'ft' b'days']
Dataset: //Results/Unsteady/Output/Output Blocks/Base Output/Summary Output/2D Flow Areas/BaldEagleCr/Starting Differences Velocity
Shape: (3, 37594)
Dtype: float32
Attributes for //Results/Unsteady/Output/Output Blocks/Base Output/Summary Output/2D Flow Areas/BaldEagleCr/Starting Differences Velocity:
Row0: b'Prior Profile Velocity'
Row1: b'First Time Step Velocity'
Row2: b'Difference'
Units: b'ft/s'
Dataset: //Results/Unsteady/Output/Output Blocks/Base Output/Summary Output/2D Flow Areas/BaldEagleCr/Starting Differences WSE
Shape: (3, 19597)
Dtype: float32
Attributes for //Results/Unsteady/Output/Output Blocks/Base Output/Summary Output/2D Flow Areas/BaldEagleCr/Starting Differences WSE:
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Row1: b'First Time Step WSE'
Row2: b'Difference'
Units: b'ft'
Group: //Results/Unsteady/Output/Output Blocks/Base Output/Unsteady Time Series
Group: //Results/Unsteady/Output/Output Blocks/Base Output/Unsteady Time Series/2D Flow Areas
Group: //Results/Unsteady/Output/Output Blocks/Base Output/Unsteady Time Series/2D Flow Areas/BaldEagleCr
Group: //Results/Unsteady/Output/Output Blocks/Base Output/Unsteady Time Series/2D Flow Areas/BaldEagleCr/2D Hyd Conn
Group: //Results/Unsteady/Output/Output Blocks/Base Output/Unsteady Time Series/2D Flow Areas/BaldEagleCr/2D Hyd Conn/Sayers Dam
Attributes for //Results/Unsteady/Output/Output Blocks/Base Output/Unsteady Time Series/2D Flow Areas/BaldEagleCr/2D Hyd Conn/Sayers Dam:
Node Pointer: 2
Group: //Results/Unsteady/Output/Output Blocks/Base Output/Unsteady Time Series/2D Flow Areas/BaldEagleCr/2D Hyd Conn/Sayers Dam/Gate Groups
Dataset: //Results/Unsteady/Output/Output Blocks/Base Output/Unsteady Time Series/2D Flow Areas/BaldEagleCr/2D Hyd Conn/Sayers Dam/Gate Groups/Gate #1
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Dtype: float32
Attributes for //Results/Unsteady/Output/Output Blocks/Base Output/Unsteady Time Series/2D Flow Areas/BaldEagleCr/2D Hyd Conn/Sayers Dam/Gate Groups/Gate #1:
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[b'Gate Opening' b'ft']
[b'Stage HW' b'ft']
[b'Stage TW' b'ft']
[b'Gate Area' b'ft^2']
[b'Gate Submergence' b'']]
Group: //Results/Unsteady/Output/Output Blocks/Base Output/Unsteady Time Series/2D Flow Areas/BaldEagleCr/2D Hyd Conn/Sayers Dam/Geometric Info
Group: //Results/Unsteady/Output/Output Blocks/Base Output/Unsteady Time Series/2D Flow Areas/BaldEagleCr/2D Hyd Conn/Sayers Dam/Geometric Info/Gates and Culverts
Group: //Results/Unsteady/Output/Output Blocks/Base Output/Unsteady Time Series/2D Flow Areas/BaldEagleCr/2D Hyd Conn/Sayers Dam/Geometric Info/Gates and Culverts/Gate #1
Dataset: //Results/Unsteady/Output/Output Blocks/Base Output/Unsteady Time Series/2D Flow Areas/BaldEagleCr/2D Hyd Conn/Sayers Dam/Geometric Info/Gates and Culverts/Gate #1/Gate CL Cell HW
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Dtype: int32
Dataset: //Results/Unsteady/Output/Output Blocks/Base Output/Unsteady Time Series/2D Flow Areas/BaldEagleCr/2D Hyd Conn/Sayers Dam/Geometric Info/Gates and Culverts/Gate #1/Gate CL Cell TW
Shape: (2,)
Dtype: int32
Dataset: //Results/Unsteady/Output/Output Blocks/Base Output/Unsteady Time Series/2D Flow Areas/BaldEagleCr/2D Hyd Conn/Sayers Dam/Geometric Info/Headwater Face Points
Shape: (28,)
Dtype: int32
Dataset: //Results/Unsteady/Output/Output Blocks/Base Output/Unsteady Time Series/2D Flow Areas/BaldEagleCr/2D Hyd Conn/Sayers Dam/Geometric Info/Headwater Face Points Stations
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Dtype: float32
Dataset: //Results/Unsteady/Output/Output Blocks/Base Output/Unsteady Time Series/2D Flow Areas/BaldEagleCr/2D Hyd Conn/Sayers Dam/Geometric Info/Tailwater Face Points
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[b'Weir Flow' b'cfs']
[b'Stage HW' b'ft']
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Attributes for //Results/Unsteady/Output/Output Blocks/Base Output/Unsteady Time Series/2D Flow Areas/BaldEagleCr/Face Water Surface:
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Can Plot: b'True'
Columns: b'Faces'
Coverage: b'Wet'
Location: b'Faces'
Maximum Value of Data Set: nan
Name: b'Face Water Surface'
Orientation: b'Scalar'
Rows: b'Times'
Units: b'ft'
Dataset: //Results/Unsteady/Output/Output Blocks/Base Output/Unsteady Time Series/2D Flow Areas/BaldEagleCr/Water Surface
Shape: (721, 19597)
Dtype: float32
Attributes for //Results/Unsteady/Output/Output Blocks/Base Output/Unsteady Time Series/2D Flow Areas/BaldEagleCr/Water Surface:
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Can Plot: b'True'
Columns: b'Cells'
Coverage: b'Wet'
Location: b'Cells'
Maximum Value of Data Set: 848.2053833007812
Minimum Value of Data Set: 527.1317138671875
Name: b'Water Surface'
Orientation: b'Scalar'
Rows: b'Times'
Units: b'ft'
Group: //Results/Unsteady/Output/Output Blocks/Base Output/Unsteady Time Series/Boundary Conditions
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Dtype: float32
Attributes for //Results/Unsteady/Output/Output Blocks/Base Output/Unsteady Time Series/Boundary Conditions/DS2NormalD:
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Columns: [b'Stage' b'Flow']
Flow: b'cfs'
Stage: b'ft'
Dataset: //Results/Unsteady/Output/Output Blocks/Base Output/Unsteady Time Series/Boundary Conditions/DS2NormalD - Flow per Face
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Attributes for //Results/Unsteady/Output/Output Blocks/Base Output/Unsteady Time Series/Boundary Conditions/DS2NormalD - Flow per Face:
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Faces: [37551 2157 2032 1904 762 1552 1444 1329 1223 1104 983]
Units: b'cfs'
Dataset: //Results/Unsteady/Output/Output Blocks/Base Output/Unsteady Time Series/Boundary Conditions/DS2NormalD - Stage per Face
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Dtype: float32
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Units: b'ft'
Dataset: //Results/Unsteady/Output/Output Blocks/Base Output/Unsteady Time Series/Boundary Conditions/DSNormalDepth
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Dtype: float32
Attributes for //Results/Unsteady/Output/Output Blocks/Base Output/Unsteady Time Series/Boundary Conditions/DSNormalDepth:
2D Area: b'BaldEagleCr'
Columns: [b'Stage' b'Flow']
Flow: b'cfs'
Stage: b'ft'
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Dtype: float32
Attributes for //Results/Unsteady/Output/Output Blocks/Base Output/Unsteady Time Series/Boundary Conditions/DSNormalDepth - Flow per Face:
2D Area: b'BaldEagleCr'
Faces: [2954 2960 2823 2829 2683 2679 2540]
Units: b'cfs'
Dataset: //Results/Unsteady/Output/Output Blocks/Base Output/Unsteady Time Series/Boundary Conditions/DSNormalDepth - Stage per Face
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Dtype: float32
Attributes for //Results/Unsteady/Output/Output Blocks/Base Output/Unsteady Time Series/Boundary Conditions/DSNormalDepth - Stage per Face:
2D Area: b'BaldEagleCr'
Faces: [2954 2960 2823 2829 2683 2679 2540]
Units: b'ft'
Dataset: //Results/Unsteady/Output/Output Blocks/Base Output/Unsteady Time Series/Boundary Conditions/Upstream Inflow
Shape: (721, 2)
Dtype: float32
Attributes for //Results/Unsteady/Output/Output Blocks/Base Output/Unsteady Time Series/Boundary Conditions/Upstream Inflow:
2D Area: b'BaldEagleCr'
Columns: [b'Stage' b'Flow']
Flow: b'cfs'
Stage: b'ft'
Dataset: //Results/Unsteady/Output/Output Blocks/Base Output/Unsteady Time Series/Boundary Conditions/Upstream Inflow - Flow per Face
Shape: (721, 9)
Dtype: float32
Attributes for //Results/Unsteady/Output/Output Blocks/Base Output/Unsteady Time Series/Boundary Conditions/Upstream Inflow - Flow per Face:
2D Area: b'BaldEagleCr'
Cells: [19542 19545 19544 19546 19548 19547 19550 19551 19514]
Faces: [37450 37483 37482 37504 37524 37522 37536 37539 37197]
Units: b'cfs'
Dataset: //Results/Unsteady/Output/Output Blocks/Base Output/Unsteady Time Series/Boundary Conditions/Upstream Inflow - Stage per Face
Shape: (721, 9)
Dtype: float32
Attributes for //Results/Unsteady/Output/Output Blocks/Base Output/Unsteady Time Series/Boundary Conditions/Upstream Inflow - Stage per Face:
2D Area: b'BaldEagleCr'
Faces: [19542 19545 19544 19546 19548 19547 19550 19551 19514]
Units: b'ft'
Group: //Results/Unsteady/Output/Output Blocks/Base Output/Unsteady Time Series/Calibration Regions
Attributes for //Results/Unsteady/Output/Output Blocks/Base Output/Unsteady Time Series/Calibration Regions:
Vol Accounting in: b'acre-ft'
Dataset: //Results/Unsteady/Output/Output Blocks/Base Output/Unsteady Time Series/Calibration Regions/Flow Roughness Factor
Shape: (721, 1)
Dtype: float32
Attributes for //Results/Unsteady/Output/Output Blocks/Base Output/Unsteady Time Series/Calibration Regions/Flow Roughness Factor:
Units: b'-'
Dataset: //Results/Unsteady/Output/Output Blocks/Base Output/Unsteady Time Series/Calibration Regions/Inflow - Perimeter
Shape: (721, 1)
Dtype: float32
Attributes for //Results/Unsteady/Output/Output Blocks/Base Output/Unsteady Time Series/Calibration Regions/Inflow - Perimeter:
Units: b'cfs'
Dataset: //Results/Unsteady/Output/Output Blocks/Base Output/Unsteady Time Series/Calibration Regions/Net Inflow - Internal
Shape: (721, 1)
Dtype: float32
Attributes for //Results/Unsteady/Output/Output Blocks/Base Output/Unsteady Time Series/Calibration Regions/Net Inflow - Internal:
Units: b'cfs'
Dataset: //Results/Unsteady/Output/Output Blocks/Base Output/Unsteady Time Series/Calibration Regions/Net Inflow - Perimeter
Shape: (721, 1)
Dtype: float32
Attributes for //Results/Unsteady/Output/Output Blocks/Base Output/Unsteady Time Series/Calibration Regions/Net Inflow - Perimeter:
Units: b'cfs'
Dataset: //Results/Unsteady/Output/Output Blocks/Base Output/Unsteady Time Series/Calibration Regions/Outflow - Perimeter
Shape: (721, 1)
Dtype: float32
Attributes for //Results/Unsteady/Output/Output Blocks/Base Output/Unsteady Time Series/Calibration Regions/Outflow - Perimeter:
Units: b'cfs'
Dataset: //Results/Unsteady/Output/Output Blocks/Base Output/Unsteady Time Series/Calibration Regions/Volume
Shape: (721, 1)
Dtype: float32
Attributes for //Results/Unsteady/Output/Output Blocks/Base Output/Unsteady Time Series/Calibration Regions/Volume:
Units: b'acre-ft'
Dataset: //Results/Unsteady/Output/Output Blocks/Base Output/Unsteady Time Series/Calibration Regions/Volume Error
Shape: (721, 1)
Dtype: float32
Attributes for //Results/Unsteady/Output/Output Blocks/Base Output/Unsteady Time Series/Calibration Regions/Volume Error:
Units: b'acre-ft'
Dataset: //Results/Unsteady/Output/Output Blocks/Base Output/Unsteady Time Series/Calibration Regions/WSE Avg
Shape: (721, 1)
Dtype: float32
Attributes for //Results/Unsteady/Output/Output Blocks/Base Output/Unsteady Time Series/Calibration Regions/WSE Avg:
Units: b'ft'
Dataset: //Results/Unsteady/Output/Output Blocks/Base Output/Unsteady Time Series/Calibration Regions/WSE Max
Shape: (721, 1)
Dtype: float32
Attributes for //Results/Unsteady/Output/Output Blocks/Base Output/Unsteady Time Series/Calibration Regions/WSE Max:
Units: b'ft'
Dataset: //Results/Unsteady/Output/Output Blocks/Base Output/Unsteady Time Series/Calibration Regions/WSE Min
Shape: (721, 1)
Dtype: float32
Attributes for //Results/Unsteady/Output/Output Blocks/Base Output/Unsteady Time Series/Calibration Regions/WSE Min:
Units: b'ft'
Group: //Results/Unsteady/Output/Output Blocks/Base Output/Unsteady Time Series/SA 2D Area Conn
Group: //Results/Unsteady/Output/Output Blocks/Base Output/Unsteady Time Series/SA 2D Area Conn/BaldEagleCr Sayers Dam
Attributes for //Results/Unsteady/Output/Output Blocks/Base Output/Unsteady Time Series/SA 2D Area Conn/BaldEagleCr Sayers Dam:
Node Pointer: 2
Group: //Results/Unsteady/Output/Output Blocks/Base Output/Unsteady Time Series/SA 2D Area Conn/BaldEagleCr Sayers Dam/Gate Groups
Dataset: //Results/Unsteady/Output/Output Blocks/Base Output/Unsteady Time Series/SA 2D Area Conn/BaldEagleCr Sayers Dam/Gate Groups/Gate #1
Shape: (721, 6)
Dtype: float32
Attributes for //Results/Unsteady/Output/Output Blocks/Base Output/Unsteady Time Series/SA 2D Area Conn/BaldEagleCr Sayers Dam/Gate Groups/Gate #1:
Variable_Unit: [[b'Gate Flow' b'cfs']
[b'Gate Opening' b'ft']
[b'Stage HW' b'ft']
[b'Stage TW' b'ft']
[b'Gate Area' b'ft^2']
[b'Gate Submergence' b'']]
Group: //Results/Unsteady/Output/Output Blocks/Base Output/Unsteady Time Series/SA 2D Area Conn/BaldEagleCr Sayers Dam/Geometric Info
Group: //Results/Unsteady/Output/Output Blocks/Base Output/Unsteady Time Series/SA 2D Area Conn/BaldEagleCr Sayers Dam/Geometric Info/Gates and Culverts
Group: //Results/Unsteady/Output/Output Blocks/Base Output/Unsteady Time Series/SA 2D Area Conn/BaldEagleCr Sayers Dam/Geometric Info/Gates and Culverts/Gate #1
Dataset: //Results/Unsteady/Output/Output Blocks/Base Output/Unsteady Time Series/SA 2D Area Conn/BaldEagleCr Sayers Dam/Geometric Info/Gates and Culverts/Gate #1/Gate CL Cell HW
Shape: (2,)
Dtype: int32
Dataset: //Results/Unsteady/Output/Output Blocks/Base Output/Unsteady Time Series/SA 2D Area Conn/BaldEagleCr Sayers Dam/Geometric Info/Gates and Culverts/Gate #1/Gate CL Cell TW
Shape: (2,)
Dtype: int32
Dataset: //Results/Unsteady/Output/Output Blocks/Base Output/Unsteady Time Series/SA 2D Area Conn/BaldEagleCr Sayers Dam/Geometric Info/Headwater Face Points
Shape: (28,)
Dtype: int32
Dataset: //Results/Unsteady/Output/Output Blocks/Base Output/Unsteady Time Series/SA 2D Area Conn/BaldEagleCr Sayers Dam/Geometric Info/Headwater Face Points Stations
Shape: (28,)
Dtype: float32
Dataset: //Results/Unsteady/Output/Output Blocks/Base Output/Unsteady Time Series/SA 2D Area Conn/BaldEagleCr Sayers Dam/Geometric Info/Tailwater Face Points
Shape: (28,)
Dtype: int32
Dataset: //Results/Unsteady/Output/Output Blocks/Base Output/Unsteady Time Series/SA 2D Area Conn/BaldEagleCr Sayers Dam/Geometric Info/Tailwater Face Points Stations
Shape: (28,)
Dtype: float32
Group: //Results/Unsteady/Output/Output Blocks/Base Output/Unsteady Time Series/SA 2D Area Conn/BaldEagleCr Sayers Dam/HW TW Cells
Dataset: //Results/Unsteady/Output/Output Blocks/Base Output/Unsteady Time Series/SA 2D Area Conn/BaldEagleCr Sayers Dam/HW TW Cells/Water Surface HW Cells
Shape: (721, 27)
Dtype: float32
Dataset: //Results/Unsteady/Output/Output Blocks/Base Output/Unsteady Time Series/SA 2D Area Conn/BaldEagleCr Sayers Dam/HW TW Cells/Water Surface TW Cells
Shape: (721, 27)
Dtype: float32
Group: //Results/Unsteady/Output/Output Blocks/Base Output/Unsteady Time Series/SA 2D Area Conn/BaldEagleCr Sayers Dam/HW TW Segments
Attributes for //Results/Unsteady/Output/Output Blocks/Base Output/Unsteady Time Series/SA 2D Area Conn/BaldEagleCr Sayers Dam/HW TW Segments:
HW TW Segments: b'Structure Segments Between any HW and/or TW Intersection'
Dataset: //Results/Unsteady/Output/Output Blocks/Base Output/Unsteady Time Series/SA 2D Area Conn/BaldEagleCr Sayers Dam/HW TW Segments/Flow
Shape: (721, 28)
Dtype: float32
Attributes for //Results/Unsteady/Output/Output Blocks/Base Output/Unsteady Time Series/SA 2D Area Conn/BaldEagleCr Sayers Dam/HW TW Segments/Flow:
Flow: b'Flow Across the given Segment for the Time Step'
Units: b'cfs'
Dataset: //Results/Unsteady/Output/Output Blocks/Base Output/Unsteady Time Series/SA 2D Area Conn/BaldEagleCr Sayers Dam/HW TW Segments/HW TW Station
Shape: (28,)
Dtype: float32
Attributes for //Results/Unsteady/Output/Output Blocks/Base Output/Unsteady Time Series/SA 2D Area Conn/BaldEagleCr Sayers Dam/HW TW Segments/HW TW Station:
HW TW Station: b'Starting/Ending station for given segment'
Dataset: //Results/Unsteady/Output/Output Blocks/Base Output/Unsteady Time Series/SA 2D Area Conn/BaldEagleCr Sayers Dam/HW TW Segments/Headwater Cells
Shape: (27,)
Dtype: |S10
Attributes for //Results/Unsteady/Output/Output Blocks/Base Output/Unsteady Time Series/SA 2D Area Conn/BaldEagleCr Sayers Dam/HW TW Segments/Headwater Cells:
Headwater Cells: b'The given Segment is inside of this Cell'
Dataset: //Results/Unsteady/Output/Output Blocks/Base Output/Unsteady Time Series/SA 2D Area Conn/BaldEagleCr Sayers Dam/HW TW Segments/Tailwater Cells
Shape: (27,)
Dtype: |S10
Attributes for //Results/Unsteady/Output/Output Blocks/Base Output/Unsteady Time Series/SA 2D Area Conn/BaldEagleCr Sayers Dam/HW TW Segments/Tailwater Cells:
Tailwater Cells: b'The given Segment is inside of this Cell'
Dataset: //Results/Unsteady/Output/Output Blocks/Base Output/Unsteady Time Series/SA 2D Area Conn/BaldEagleCr Sayers Dam/HW TW Segments/Water Surface HW
Shape: (721, 28)
Dtype: float32
Attributes for //Results/Unsteady/Output/Output Blocks/Base Output/Unsteady Time Series/SA 2D Area Conn/BaldEagleCr Sayers Dam/HW TW Segments/Water Surface HW:
Units: b'ft'
Water Surface HW: b'WSEL on HW side for given Station Location and Time Step'
Dataset: //Results/Unsteady/Output/Output Blocks/Base Output/Unsteady Time Series/SA 2D Area Conn/BaldEagleCr Sayers Dam/HW TW Segments/Water Surface TW
Shape: (721, 28)
Dtype: float32
Attributes for //Results/Unsteady/Output/Output Blocks/Base Output/Unsteady Time Series/SA 2D Area Conn/BaldEagleCr Sayers Dam/HW TW Segments/Water Surface TW:
Units: b'ft'
Water Surface TW: b'WSEL on TW side for given Station Location and Time Step'
Dataset: //Results/Unsteady/Output/Output Blocks/Base Output/Unsteady Time Series/SA 2D Area Conn/BaldEagleCr Sayers Dam/Headwater Cells
Shape: (27,)
Dtype: int32
Dataset: //Results/Unsteady/Output/Output Blocks/Base Output/Unsteady Time Series/SA 2D Area Conn/BaldEagleCr Sayers Dam/Structure Variables
Shape: (721, 5)
Dtype: float32
Attributes for //Results/Unsteady/Output/Output Blocks/Base Output/Unsteady Time Series/SA 2D Area Conn/BaldEagleCr Sayers Dam/Structure Variables:
Starting Weir Sta: -0.07999999821186066
Variable_Unit: [[b'Total Flow' b'cfs']
[b'Weir Flow' b'cfs']
[b'Stage HW' b'ft']
[b'Stage TW' b'ft']
[b'Total Gate Flow' b'cfs']]
Weir Sta for WS HW: 5268.0
Weir Sta for WS TW: 5268.0
Dataset: //Results/Unsteady/Output/Output Blocks/Base Output/Unsteady Time Series/SA 2D Area Conn/BaldEagleCr Sayers Dam/Tailwater Cells
Shape: (27,)
Dtype: int32
Dataset: //Results/Unsteady/Output/Output Blocks/Base Output/Unsteady Time Series/Time
Shape: (721,)
Dtype: float64
Attributes for //Results/Unsteady/Output/Output Blocks/Base Output/Unsteady Time Series/Time:
Number of actual Time Steps: [721]
Time: b'days'
Dataset: //Results/Unsteady/Output/Output Blocks/Base Output/Unsteady Time Series/Time Date Stamp
Shape: (721,)
Dtype: |S19
Dataset: //Results/Unsteady/Output/Output Blocks/Base Output/Unsteady Time Series/Time Date Stamp (ms)
Shape: (721,)
Dtype: |S22
Dataset: //Results/Unsteady/Output/Output Blocks/Base Output/Unsteady Time Series/Time Step
Shape: (721,)
Dtype: float32
Attributes for //Results/Unsteady/Output/Output Blocks/Base Output/Unsteady Time Series/Time Step:
Time Step: b'Seconds'
Group: //Results/Unsteady/Output/Output Blocks/Computation Block
Group: //Results/Unsteady/Output/Output Blocks/Computation Block/2D Flow Areas
Group: //Results/Unsteady/Output/Output Blocks/Computation Block/2D Flow Areas/BaldEagleCr
Dataset: //Results/Unsteady/Output/Output Blocks/Computation Block/2D Flow Areas/BaldEagleCr/Inner Iteration Number
Shape: (13215, 1)
Dtype: int32
Attributes for //Results/Unsteady/Output/Output Blocks/Computation Block/2D Flow Areas/BaldEagleCr/Inner Iteration Number:
Description: b'Sum of inner-loop iterations over all outer-loop iterations'
Dataset: //Results/Unsteady/Output/Output Blocks/Computation Block/2D Flow Areas/BaldEagleCr/Inner Max Volume Residual
Shape: (13215, 1)
Dtype: float32
Attributes for //Results/Unsteady/Output/Output Blocks/Computation Block/2D Flow Areas/BaldEagleCr/Inner Max Volume Residual:
Description: b'Max of inner-loop volume residual for last outer-loop iteration'
Units: b'ft'
Dataset: //Results/Unsteady/Output/Output Blocks/Computation Block/2D Flow Areas/BaldEagleCr/Inner Max Volume Residual Cell
Shape: (13215, 1)
Dtype: int32
Attributes for //Results/Unsteady/Output/Output Blocks/Computation Block/2D Flow Areas/BaldEagleCr/Inner Max Volume Residual Cell:
Description: b'Cell location of max volume residual for inner-loop during last outer-loop iteration'
Dataset: //Results/Unsteady/Output/Output Blocks/Computation Block/2D Flow Areas/BaldEagleCr/Max Courant
Shape: (1,)
Dtype: float32
Attributes for //Results/Unsteady/Output/Output Blocks/Computation Block/2D Flow Areas/BaldEagleCr/Max Courant:
Description: b'Maximum Courant value'
Dataset: //Results/Unsteady/Output/Output Blocks/Computation Block/2D Flow Areas/BaldEagleCr/Max Courant Face
Shape: (1,)
Dtype: int32
Attributes for //Results/Unsteady/Output/Output Blocks/Computation Block/2D Flow Areas/BaldEagleCr/Max Courant Face:
Description: b'Face of maximum Courant value'
Dataset: //Results/Unsteady/Output/Output Blocks/Computation Block/2D Flow Areas/BaldEagleCr/Outer Iteration Number
Shape: (13215, 1)
Dtype: int32
Attributes for //Results/Unsteady/Output/Output Blocks/Computation Block/2D Flow Areas/BaldEagleCr/Outer Iteration Number:
Description: b'Number of outer-loop iterations'
Dataset: //Results/Unsteady/Output/Output Blocks/Computation Block/2D Flow Areas/BaldEagleCr/Outer Max Water Surface Correction
Shape: (13215, 1)
Dtype: float32
Attributes for //Results/Unsteady/Output/Output Blocks/Computation Block/2D Flow Areas/BaldEagleCr/Outer Max Water Surface Correction:
Description: b'Max water surface correction for last outer-loop iteration'
Units: b'ft'
Dataset: //Results/Unsteady/Output/Output Blocks/Computation Block/2D Flow Areas/BaldEagleCr/Outer Max Water Surface Correction Cell
Shape: (13215, 1)
Dtype: int32
Attributes for //Results/Unsteady/Output/Output Blocks/Computation Block/2D Flow Areas/BaldEagleCr/Outer Max Water Surface Correction Cell:
Description: b'Cell location of max water surface correction at last outer-loop iteration'
Dataset: //Results/Unsteady/Output/Output Blocks/Computation Block/2D Flow Areas/BaldEagleCr/Total Iteration Number
Shape: (13215, 1)
Dtype: int32
Attributes for //Results/Unsteady/Output/Output Blocks/Computation Block/2D Flow Areas/BaldEagleCr/Total Iteration Number:
Description: b'Sum of inner and outer iterations'
Group: //Results/Unsteady/Output/Output Blocks/Computation Block/2D Global
Dataset: //Results/Unsteady/Output/Output Blocks/Computation Block/2D Global/2D Area(s)
Shape: (1,)
Dtype: |S64
Dataset: //Results/Unsteady/Output/Output Blocks/Computation Block/2D Global/2D Iteration Error
Shape: (13215,)
Dtype: float32
Attributes for //Results/Unsteady/Output/Output Blocks/Computation Block/2D Global/2D Iteration Error:
2D Iteration Error: b'ft'
Dataset: //Results/Unsteady/Output/Output Blocks/Computation Block/2D Global/2D Iterations
Shape: (13215, 3)
Dtype: int32
Attributes for //Results/Unsteady/Output/Output Blocks/Computation Block/2D Global/2D Iterations:
2D Areas: [b'BaldEagleCr']
Variables: [b'Number of Iterations' b'2D Area pointer' b'Cell #']
Dataset: //Results/Unsteady/Output/Output Blocks/Computation Block/2D Global/2D Max Courant
Shape: (13215,)
Dtype: float32
Dataset: //Results/Unsteady/Output/Output Blocks/Computation Block/2D Global/2D Max Courant Face
Shape: (13215, 2)
Dtype: int32
Attributes for //Results/Unsteady/Output/Output Blocks/Computation Block/2D Global/2D Max Courant Face:
Variables: [b'2D Area pointer' b'Face #']
Group: //Results/Unsteady/Output/Output Blocks/Computation Block/Global
Dataset: //Results/Unsteady/Output/Output Blocks/Computation Block/Global/Time
Shape: (13215,)
Dtype: float64
Dataset: //Results/Unsteady/Output/Output Blocks/Computation Block/Global/Time Date Stamp (ms)
Shape: (13215,)
Dtype: |S22
Group: //Results/Unsteady/Output/Output Blocks/DSS Adaptive Hydrograph Output
Attributes for //Results/Unsteady/Output/Output Blocks/DSS Adaptive Hydrograph Output:
Output Block Name: [b'DSS Adaptive Hydrograph Output']
Group: //Results/Unsteady/Output/Output Blocks/DSS Adaptive Hydrograph Output/Summary Output
Group: //Results/Unsteady/Output/Output Blocks/DSS Adaptive Hydrograph Output/Summary Output/2D Flow Areas
Group: //Results/Unsteady/Output/Output Blocks/DSS Adaptive Hydrograph Output/Summary Output/2D Flow Areas/BaldEagleCr
Attributes for //Results/Unsteady/Output/Output Blocks/DSS Adaptive Hydrograph Output/Summary Output/2D Flow Areas/BaldEagleCr:
Cum Net Precip Inches: 1.707614779472351
Vol Accounting: b'Volume Accounting in Acre Feet'
Vol Accounting Ending Volume: 124445.203125
Vol Accounting Error: 0.46921461820602417
Vol Accounting Error Percentage: 0.0003311674518045038
Vol Accounting External Inflow: 141685.0
Vol Accounting External Outflow: 17240.263671875
Vol Accounting Internal Inflow: 0.0
Vol Accounting Internal Outflow: 0.0
Vol Accounting Starting Volume: 0.0
Vol Acct. Inflow from Net Precip: 3756.872802734375
Dataset: //Results/Unsteady/Output/Output Blocks/DSS Adaptive Hydrograph Output/Summary Output/2D Flow Areas/BaldEagleCr/Cell Cumulative Iter Lookup
Shape: (1, 2)
Dtype: int32
Attributes for //Results/Unsteady/Output/Output Blocks/DSS Adaptive Hydrograph Output/Summary Output/2D Flow Areas/BaldEagleCr/Cell Cumulative Iter Lookup:
Column 1: b'Cell Number'
Column 2: b'Cumulative number of Max Iterations'
Number of different Cells that went to Maximum Iterations: 0
Dataset: //Results/Unsteady/Output/Output Blocks/DSS Adaptive Hydrograph Output/Summary Output/2D Flow Areas/BaldEagleCr/Cell Cumulative Iteration
Shape: (19597,)
Dtype: float32
Attributes for //Results/Unsteady/Output/Output Blocks/DSS Adaptive Hydrograph Output/Summary Output/2D Flow Areas/BaldEagleCr/Cell Cumulative Iteration:
Can Interpolate: b'False'
Can Plot: b'True'
Cell: b'Number of times given cell went to max iterations'
Coverage: b'Average'
Location: b'Cells'
Maximum Value of Data Set: 0.0
Minimum Value of Data Set: 0.0
Name: b'Cumulative Max Iterations'
Orientation: b'Scalar'
Row: 0
Units: b'Iterations'
Dataset: //Results/Unsteady/Output/Output Blocks/DSS Adaptive Hydrograph Output/Summary Output/2D Flow Areas/BaldEagleCr/Cell Last Iteration
Shape: (19597,)
Dtype: int32
Attributes for //Results/Unsteady/Output/Output Blocks/DSS Adaptive Hydrograph Output/Summary Output/2D Flow Areas/BaldEagleCr/Cell Last Iteration:
Cell: b'Number of times given cell is last cell to converge or it went to max iterations'
Dataset: //Results/Unsteady/Output/Output Blocks/DSS Adaptive Hydrograph Output/Summary Output/2D Flow Areas/BaldEagleCr/Cell Maximum Water Surface Error
Shape: (2, 19597)
Dtype: float32
Attributes for //Results/Unsteady/Output/Output Blocks/DSS Adaptive Hydrograph Output/Summary Output/2D Flow Areas/BaldEagleCr/Cell Maximum Water Surface Error:
Can Interpolate: b'False'
Can Plot: b'True'
Coverage: b'Average'
Location: b'Cells'
Max Time: 5.0
Maximum Value of Data Set: 0.009991085156798363
Minimum Value of Data Set: 0.0
Name: b'Water Surface Error Maximum'
Orientation: b'Scalar'
Row: 0
Row Variables: [b'WSEL Error' b'Time']
Units: b'ft'
Units per row: [b'ft' b'days']
Dataset: //Results/Unsteady/Output/Output Blocks/DSS Adaptive Hydrograph Output/Summary Output/2D Flow Areas/BaldEagleCr/Maximum Face Courant
Shape: (2, 37594)
Dtype: float32
Attributes for //Results/Unsteady/Output/Output Blocks/DSS Adaptive Hydrograph Output/Summary Output/2D Flow Areas/BaldEagleCr/Maximum Face Courant:
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Group: //Results/Unsteady/Output/Output Blocks/DSS Adaptive Hydrograph Output/Unsteady Time Series/2D Flow Areas
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Attributes for //Results/Unsteady/Output/Output Blocks/DSS Adaptive Hydrograph Output/Unsteady Time Series/2D Flow Areas/BaldEagleCr/Boundary Conditions/DS2NormalD - Flow per Face:
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Units: b'ft'
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Units: b'ft'
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Units: b'ft/s'
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Attributes for //Results/Unsteady/Output/Output Blocks/DSS Adaptive Hydrograph Output/Unsteady Time Series/2D Flow Areas/BaldEagleCr/Computations/Max Face Velocity Face:
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Attributes for //Results/Unsteady/Output/Output Blocks/DSS Adaptive Hydrograph Output/Unsteady Time Series/2D Flow Areas/BaldEagleCr/Computations/Max Water Surface:
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Attributes for //Results/Unsteady/Output/Output Blocks/DSS Adaptive Hydrograph Output/Unsteady Time Series/2D Flow Areas/BaldEagleCr/Computations/Outer Status:
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Attributes for //Results/Unsteady/Output/Output Blocks/DSS Adaptive Hydrograph Output/Unsteady Time Series/2D Flow Areas/BaldEagleCr/Computations/Volume:
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Attributes for //Results/Unsteady/Output/Output Blocks/DSS Adaptive Hydrograph Output/Unsteady Time Series/2D Flow Areas/BaldEagleCr/Computations/Volume Error:
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Attributes for //Results/Unsteady/Output/Output Blocks/DSS Adaptive Hydrograph Output/Unsteady Time Series/Boundary Conditions/DS2NormalD - Stage per Face:
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Attributes for //Results/Unsteady/Output/Output Blocks/DSS Adaptive Hydrograph Output/Unsteady Time Series/Calibration Regions:
Vol Accounting in: b'acre-ft'
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Attributes for //Results/Unsteady/Output/Output Blocks/DSS Adaptive Hydrograph Output/Unsteady Time Series/Calibration Regions/Flow Roughness Factor:
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Attributes for //Results/Unsteady/Output/Output Blocks/DSS Adaptive Hydrograph Output/Unsteady Time Series/Calibration Regions/Net Inflow - Perimeter:
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Attributes for //Results/Unsteady/Output/Output Blocks/DSS Adaptive Hydrograph Output/Unsteady Time Series/Calibration Regions/Outflow - Perimeter:
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Dataset: //Results/Unsteady/Output/Output Blocks/DSS Adaptive Hydrograph Output/Unsteady Time Series/Calibration Regions/Volume
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Attributes for //Results/Unsteady/Output/Output Blocks/DSS Adaptive Hydrograph Output/Unsteady Time Series/Calibration Regions/Volume:
Units: b'acre-ft'
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Dtype: float32
Attributes for //Results/Unsteady/Output/Output Blocks/DSS Adaptive Hydrograph Output/Unsteady Time Series/Calibration Regions/Volume Error:
Units: b'acre-ft'
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Dtype: float32
Attributes for //Results/Unsteady/Output/Output Blocks/DSS Adaptive Hydrograph Output/Unsteady Time Series/Calibration Regions/WSE Avg:
Units: b'ft'
Dataset: //Results/Unsteady/Output/Output Blocks/DSS Adaptive Hydrograph Output/Unsteady Time Series/Calibration Regions/WSE Max
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Dtype: float32
Attributes for //Results/Unsteady/Output/Output Blocks/DSS Adaptive Hydrograph Output/Unsteady Time Series/Calibration Regions/WSE Max:
Units: b'ft'
Dataset: //Results/Unsteady/Output/Output Blocks/DSS Adaptive Hydrograph Output/Unsteady Time Series/Calibration Regions/WSE Min
Shape: (9996, 1)
Dtype: float32
Attributes for //Results/Unsteady/Output/Output Blocks/DSS Adaptive Hydrograph Output/Unsteady Time Series/Calibration Regions/WSE Min:
Units: b'ft'
Group: //Results/Unsteady/Output/Output Blocks/DSS Adaptive Hydrograph Output/Unsteady Time Series/SA 2D Area Conn
Group: //Results/Unsteady/Output/Output Blocks/DSS Adaptive Hydrograph Output/Unsteady Time Series/SA 2D Area Conn/BaldEagleCr Sayers Dam
Attributes for //Results/Unsteady/Output/Output Blocks/DSS Adaptive Hydrograph Output/Unsteady Time Series/SA 2D Area Conn/BaldEagleCr Sayers Dam:
Node Pointer: 2
Group: //Results/Unsteady/Output/Output Blocks/DSS Adaptive Hydrograph Output/Unsteady Time Series/SA 2D Area Conn/BaldEagleCr Sayers Dam/Gate Groups
Dataset: //Results/Unsteady/Output/Output Blocks/DSS Adaptive Hydrograph Output/Unsteady Time Series/SA 2D Area Conn/BaldEagleCr Sayers Dam/Gate Groups/Gate #1
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Dtype: float32
Attributes for //Results/Unsteady/Output/Output Blocks/DSS Adaptive Hydrograph Output/Unsteady Time Series/SA 2D Area Conn/BaldEagleCr Sayers Dam/Gate Groups/Gate #1:
Variable_Unit: [[b'Gate Flow' b'cfs']
[b'Gate Opening' b'ft']
[b'Stage HW' b'ft']
[b'Stage TW' b'ft']
[b'Gate Area' b'ft^2']
[b'Gate Submergence' b'']]
Group: //Results/Unsteady/Output/Output Blocks/DSS Adaptive Hydrograph Output/Unsteady Time Series/SA 2D Area Conn/BaldEagleCr Sayers Dam/Geometric Info
Group: //Results/Unsteady/Output/Output Blocks/DSS Adaptive Hydrograph Output/Unsteady Time Series/SA 2D Area Conn/BaldEagleCr Sayers Dam/Geometric Info/Gates and Culverts
Group: //Results/Unsteady/Output/Output Blocks/DSS Adaptive Hydrograph Output/Unsteady Time Series/SA 2D Area Conn/BaldEagleCr Sayers Dam/Geometric Info/Gates and Culverts/Gate #1
Dataset: //Results/Unsteady/Output/Output Blocks/DSS Adaptive Hydrograph Output/Unsteady Time Series/SA 2D Area Conn/BaldEagleCr Sayers Dam/Geometric Info/Gates and Culverts/Gate #1/Gate CL Cell HW
Shape: (2,)
Dtype: int32
Dataset: //Results/Unsteady/Output/Output Blocks/DSS Adaptive Hydrograph Output/Unsteady Time Series/SA 2D Area Conn/BaldEagleCr Sayers Dam/Geometric Info/Gates and Culverts/Gate #1/Gate CL Cell TW
Shape: (2,)
Dtype: int32
Dataset: //Results/Unsteady/Output/Output Blocks/DSS Adaptive Hydrograph Output/Unsteady Time Series/SA 2D Area Conn/BaldEagleCr Sayers Dam/Geometric Info/Headwater Face Points
Shape: (28,)
Dtype: int32
Dataset: //Results/Unsteady/Output/Output Blocks/DSS Adaptive Hydrograph Output/Unsteady Time Series/SA 2D Area Conn/BaldEagleCr Sayers Dam/Geometric Info/Headwater Face Points Stations
Shape: (28,)
Dtype: float32
Dataset: //Results/Unsteady/Output/Output Blocks/DSS Adaptive Hydrograph Output/Unsteady Time Series/SA 2D Area Conn/BaldEagleCr Sayers Dam/Geometric Info/Tailwater Face Points
Shape: (28,)
Dtype: int32
Dataset: //Results/Unsteady/Output/Output Blocks/DSS Adaptive Hydrograph Output/Unsteady Time Series/SA 2D Area Conn/BaldEagleCr Sayers Dam/Geometric Info/Tailwater Face Points Stations
Shape: (28,)
Dtype: float32
Group: //Results/Unsteady/Output/Output Blocks/DSS Adaptive Hydrograph Output/Unsteady Time Series/SA 2D Area Conn/BaldEagleCr Sayers Dam/HW TW Cells
Dataset: //Results/Unsteady/Output/Output Blocks/DSS Adaptive Hydrograph Output/Unsteady Time Series/SA 2D Area Conn/BaldEagleCr Sayers Dam/HW TW Cells/Water Surface HW Cells
Shape: (9996, 27)
Dtype: float32
Dataset: //Results/Unsteady/Output/Output Blocks/DSS Adaptive Hydrograph Output/Unsteady Time Series/SA 2D Area Conn/BaldEagleCr Sayers Dam/HW TW Cells/Water Surface TW Cells
Shape: (9996, 27)
Dtype: float32
Group: //Results/Unsteady/Output/Output Blocks/DSS Adaptive Hydrograph Output/Unsteady Time Series/SA 2D Area Conn/BaldEagleCr Sayers Dam/HW TW Segments
Attributes for //Results/Unsteady/Output/Output Blocks/DSS Adaptive Hydrograph Output/Unsteady Time Series/SA 2D Area Conn/BaldEagleCr Sayers Dam/HW TW Segments:
HW TW Segments: b'Structure Segments Between any HW and/or TW Intersection'
Dataset: //Results/Unsteady/Output/Output Blocks/DSS Adaptive Hydrograph Output/Unsteady Time Series/SA 2D Area Conn/BaldEagleCr Sayers Dam/HW TW Segments/Flow
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Dtype: float32
Attributes for //Results/Unsteady/Output/Output Blocks/DSS Adaptive Hydrograph Output/Unsteady Time Series/SA 2D Area Conn/BaldEagleCr Sayers Dam/HW TW Segments/Flow:
Flow: b'Flow Across the given Segment for the Time Step'
Units: b'cfs'
Dataset: //Results/Unsteady/Output/Output Blocks/DSS Adaptive Hydrograph Output/Unsteady Time Series/SA 2D Area Conn/BaldEagleCr Sayers Dam/HW TW Segments/HW TW Station
Shape: (28,)
Dtype: float32
Attributes for //Results/Unsteady/Output/Output Blocks/DSS Adaptive Hydrograph Output/Unsteady Time Series/SA 2D Area Conn/BaldEagleCr Sayers Dam/HW TW Segments/HW TW Station:
HW TW Station: b'Starting/Ending station for given segment'
Dataset: //Results/Unsteady/Output/Output Blocks/DSS Adaptive Hydrograph Output/Unsteady Time Series/SA 2D Area Conn/BaldEagleCr Sayers Dam/HW TW Segments/Headwater Cells
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Dtype: |S10
Attributes for //Results/Unsteady/Output/Output Blocks/DSS Adaptive Hydrograph Output/Unsteady Time Series/SA 2D Area Conn/BaldEagleCr Sayers Dam/HW TW Segments/Headwater Cells:
Headwater Cells: b'The given Segment is inside of this Cell'
Dataset: //Results/Unsteady/Output/Output Blocks/DSS Adaptive Hydrograph Output/Unsteady Time Series/SA 2D Area Conn/BaldEagleCr Sayers Dam/HW TW Segments/Tailwater Cells
Shape: (27,)
Dtype: |S10
Attributes for //Results/Unsteady/Output/Output Blocks/DSS Adaptive Hydrograph Output/Unsteady Time Series/SA 2D Area Conn/BaldEagleCr Sayers Dam/HW TW Segments/Tailwater Cells:
Tailwater Cells: b'The given Segment is inside of this Cell'
Dataset: //Results/Unsteady/Output/Output Blocks/DSS Adaptive Hydrograph Output/Unsteady Time Series/SA 2D Area Conn/BaldEagleCr Sayers Dam/HW TW Segments/Water Surface HW
Shape: (9996, 28)
Dtype: float32
Attributes for //Results/Unsteady/Output/Output Blocks/DSS Adaptive Hydrograph Output/Unsteady Time Series/SA 2D Area Conn/BaldEagleCr Sayers Dam/HW TW Segments/Water Surface HW:
Units: b'ft'
Water Surface HW: b'WSEL on HW side for given Station Location and Time Step'
Dataset: //Results/Unsteady/Output/Output Blocks/DSS Adaptive Hydrograph Output/Unsteady Time Series/SA 2D Area Conn/BaldEagleCr Sayers Dam/HW TW Segments/Water Surface TW
Shape: (9996, 28)
Dtype: float32
Attributes for //Results/Unsteady/Output/Output Blocks/DSS Adaptive Hydrograph Output/Unsteady Time Series/SA 2D Area Conn/BaldEagleCr Sayers Dam/HW TW Segments/Water Surface TW:
Units: b'ft'
Water Surface TW: b'WSEL on TW side for given Station Location and Time Step'
Dataset: //Results/Unsteady/Output/Output Blocks/DSS Adaptive Hydrograph Output/Unsteady Time Series/SA 2D Area Conn/BaldEagleCr Sayers Dam/Headwater Cells
Shape: (27,)
Dtype: int32
Dataset: //Results/Unsteady/Output/Output Blocks/DSS Adaptive Hydrograph Output/Unsteady Time Series/SA 2D Area Conn/BaldEagleCr Sayers Dam/Structure Variables
Shape: (9996, 5)
Dtype: float32
Attributes for //Results/Unsteady/Output/Output Blocks/DSS Adaptive Hydrograph Output/Unsteady Time Series/SA 2D Area Conn/BaldEagleCr Sayers Dam/Structure Variables:
Starting Weir Sta: -0.07999999821186066
Variable_Unit: [[b'Total Flow' b'cfs']
[b'Weir Flow' b'cfs']
[b'Stage HW' b'ft']
[b'Stage TW' b'ft']
[b'Total Gate Flow' b'cfs']]
Weir Sta for WS HW: 5268.0
Weir Sta for WS TW: 5268.0
Dataset: //Results/Unsteady/Output/Output Blocks/DSS Adaptive Hydrograph Output/Unsteady Time Series/SA 2D Area Conn/BaldEagleCr Sayers Dam/Tailwater Cells
Shape: (27,)
Dtype: int32
Dataset: //Results/Unsteady/Output/Output Blocks/DSS Adaptive Hydrograph Output/Unsteady Time Series/Time
Shape: (9996,)
Dtype: float64
Attributes for //Results/Unsteady/Output/Output Blocks/DSS Adaptive Hydrograph Output/Unsteady Time Series/Time:
Number of actual Time Steps: [9996]
Time: b'days'
Dataset: //Results/Unsteady/Output/Output Blocks/DSS Adaptive Hydrograph Output/Unsteady Time Series/Time Date Stamp
Shape: (9996,)
Dtype: |S19
Dataset: //Results/Unsteady/Output/Output Blocks/DSS Adaptive Hydrograph Output/Unsteady Time Series/Time Date Stamp (ms)
Shape: (9996,)
Dtype: |S22
Dataset: //Results/Unsteady/Output/Output Blocks/DSS Adaptive Hydrograph Output/Unsteady Time Series/Time Step
Shape: (9996,)
Dtype: float32
Attributes for //Results/Unsteady/Output/Output Blocks/DSS Adaptive Hydrograph Output/Unsteady Time Series/Time Step:
Time Step: b'Seconds'
Group: //Results/Unsteady/Output/Output Blocks/DSS Hydrograph Output
Attributes for //Results/Unsteady/Output/Output Blocks/DSS Hydrograph Output:
Output Block Name: [b'DSS Hydrograph Output']
Group: //Results/Unsteady/Output/Output Blocks/DSS Hydrograph Output/Summary Output
Group: //Results/Unsteady/Output/Output Blocks/DSS Hydrograph Output/Summary Output/2D Flow Areas
Group: //Results/Unsteady/Output/Output Blocks/DSS Hydrograph Output/Summary Output/2D Flow Areas/BaldEagleCr
Attributes for //Results/Unsteady/Output/Output Blocks/DSS Hydrograph Output/Summary Output/2D Flow Areas/BaldEagleCr:
Cum Net Precip Inches: 1.707614779472351
Vol Accounting: b'Volume Accounting in Acre Feet'
Vol Accounting Ending Volume: 124445.203125
Vol Accounting Error: 0.46921461820602417
Vol Accounting Error Percentage: 0.0003311674518045038
Vol Accounting External Inflow: 141685.0
Vol Accounting External Outflow: 17240.263671875
Vol Accounting Internal Inflow: 0.0
Vol Accounting Internal Outflow: 0.0
Vol Accounting Starting Volume: 0.0
Vol Acct. Inflow from Net Precip: 3756.872802734375
Dataset: //Results/Unsteady/Output/Output Blocks/DSS Hydrograph Output/Summary Output/2D Flow Areas/BaldEagleCr/Cell Cumulative Iter Lookup
Shape: (1, 2)
Dtype: int32
Attributes for //Results/Unsteady/Output/Output Blocks/DSS Hydrograph Output/Summary Output/2D Flow Areas/BaldEagleCr/Cell Cumulative Iter Lookup:
Column 1: b'Cell Number'
Column 2: b'Cumulative number of Max Iterations'
Number of different Cells that went to Maximum Iterations: 0
Dataset: //Results/Unsteady/Output/Output Blocks/DSS Hydrograph Output/Summary Output/2D Flow Areas/BaldEagleCr/Cell Cumulative Iteration
Shape: (19597,)
Dtype: float32
Attributes for //Results/Unsteady/Output/Output Blocks/DSS Hydrograph Output/Summary Output/2D Flow Areas/BaldEagleCr/Cell Cumulative Iteration:
Can Interpolate: b'False'
Can Plot: b'True'
Cell: b'Number of times given cell went to max iterations'
Coverage: b'Average'
Location: b'Cells'
Maximum Value of Data Set: 0.0
Minimum Value of Data Set: 0.0
Name: b'Cumulative Max Iterations'
Orientation: b'Scalar'
Row: 0
Units: b'Iterations'
Dataset: //Results/Unsteady/Output/Output Blocks/DSS Hydrograph Output/Summary Output/2D Flow Areas/BaldEagleCr/Cell Last Iteration
Shape: (19597,)
Dtype: int32
Attributes for //Results/Unsteady/Output/Output Blocks/DSS Hydrograph Output/Summary Output/2D Flow Areas/BaldEagleCr/Cell Last Iteration:
Cell: b'Number of times given cell is last cell to converge or it went to max iterations'
Dataset: //Results/Unsteady/Output/Output Blocks/DSS Hydrograph Output/Summary Output/2D Flow Areas/BaldEagleCr/Cell Maximum Water Surface Error
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Dtype: float32
Attributes for //Results/Unsteady/Output/Output Blocks/DSS Hydrograph Output/Summary Output/2D Flow Areas/BaldEagleCr/Cell Maximum Water Surface Error:
Can Interpolate: b'False'
Can Plot: b'True'
Coverage: b'Average'
Location: b'Cells'
Max Time: 5.0
Maximum Value of Data Set: 0.009991085156798363
Minimum Value of Data Set: 0.0
Name: b'Water Surface Error Maximum'
Orientation: b'Scalar'
Row: 0
Row Variables: [b'WSEL Error' b'Time']
Units: b'ft'
Units per row: [b'ft' b'days']
Dataset: //Results/Unsteady/Output/Output Blocks/DSS Hydrograph Output/Summary Output/2D Flow Areas/BaldEagleCr/Maximum Face Courant
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Attributes for //Results/Unsteady/Output/Output Blocks/DSS Hydrograph Output/Summary Output/2D Flow Areas/BaldEagleCr/Maximum Face Courant:
Can Interpolate: b'False'
Can Plot: b'True'
Coverage: b'Average'
Location: b'Faces'
Maximum Value of Data Set: 0.6819884181022644
Minimum Value of Data Set: 0.0
Name: b'Face Courant Maximum'
Orientation: b'Scalar'
Row: 0
Rows Variables: [b'Courant Face' b'Time']
Units: b'vel*dt/length'
Units per row: [b'vel*dt/length' b'days']
Dataset: //Results/Unsteady/Output/Output Blocks/DSS Hydrograph Output/Summary Output/2D Flow Areas/BaldEagleCr/Maximum Face Shear Stress
Shape: (2, 37594)
Dtype: float32
Attributes for //Results/Unsteady/Output/Output Blocks/DSS Hydrograph Output/Summary Output/2D Flow Areas/BaldEagleCr/Maximum Face Shear Stress:
Max Time: 0.0
Max Value: 0.0
Min Time: 0.0
Min Value: 0.0
Rows Variables: [b'Shear Stress' b'Time']
Units: [b'PSF' b'days']
Dataset: //Results/Unsteady/Output/Output Blocks/DSS Hydrograph Output/Summary Output/2D Flow Areas/BaldEagleCr/Maximum Face Velocity
Shape: (2, 37594)
Dtype: float32
Attributes for //Results/Unsteady/Output/Output Blocks/DSS Hydrograph Output/Summary Output/2D Flow Areas/BaldEagleCr/Maximum Face Velocity:
Can Interpolate: b'True'
Can Plot: b'False'
Coverage: b'Average'
Location: b'Faces'
Max Time: 5.0
Maximum Value of Data Set: 10.975321769714355
Min Time: 0.0
Min Value: -13.62198543548584
Minimum Value of Data Set: -13.62198543548584
Name: b'Face Velocity Maximum'
Orientation: b'Scalar'
Row: 0
Rows Variables: [b'Velocity' b'Time']
Units: b'ft/s'
Units per row: [b'ft/s' b'days']
Dataset: //Results/Unsteady/Output/Output Blocks/DSS Hydrograph Output/Summary Output/2D Flow Areas/BaldEagleCr/Maximum Water Surface
Shape: (2, 19597)
Dtype: float32
Attributes for //Results/Unsteady/Output/Output Blocks/DSS Hydrograph Output/Summary Output/2D Flow Areas/BaldEagleCr/Maximum Water Surface:
Max Time: 5.0
Max Value: 848.2053833007812
Min Time: 0.9995370507240295
Min Value: 535.5850219726562
Rows Variables: [b'WSEL' b'Time']
Units: [b'ft' b'days']
Dataset: //Results/Unsteady/Output/Output Blocks/DSS Hydrograph Output/Summary Output/2D Flow Areas/BaldEagleCr/Minimum Face Velocity
Shape: (2, 37594)
Dtype: float32
Attributes for //Results/Unsteady/Output/Output Blocks/DSS Hydrograph Output/Summary Output/2D Flow Areas/BaldEagleCr/Minimum Face Velocity:
Can Interpolate: b'True'
Can Plot: b'False'
Coverage: b'Average'
Location: b'Faces'
Max Time: 0.00023148149193730205
Maximum Value of Data Set: 0.0
Min Time: 0.00023148149193730205
Min Value: -1.0384738445281982
Minimum Value of Data Set: -1.0384738445281982
Name: b'Face Velocity Minimum'
Orientation: b'Scalar'
Row: 0
Rows Variables: [b'velocity' b'Time']
Units: b'ft/s'
Units per row: [b'ft/s' b'days']
Dataset: //Results/Unsteady/Output/Output Blocks/DSS Hydrograph Output/Summary Output/2D Flow Areas/BaldEagleCr/Minimum Water Surface
Shape: (2, 19597)
Dtype: float32
Attributes for //Results/Unsteady/Output/Output Blocks/DSS Hydrograph Output/Summary Output/2D Flow Areas/BaldEagleCr/Minimum Water Surface:
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Max Value: 845.14892578125
Min Time: 0.00023148149193730205
Min Value: 527.1326904296875
Rows Variables: [b'WSEL' b'Time']
Units: [b'ft' b'days']
Dataset: //Results/Unsteady/Output/Output Blocks/DSS Hydrograph Output/Summary Output/2D Flow Areas/BaldEagleCr/Starting Differences Velocity
Shape: (3, 37594)
Dtype: float32
Attributes for //Results/Unsteady/Output/Output Blocks/DSS Hydrograph Output/Summary Output/2D Flow Areas/BaldEagleCr/Starting Differences Velocity:
Row0: b'Prior Profile Velocity'
Row1: b'First Time Step Velocity'
Row2: b'Difference'
Units: b'ft/s'
Dataset: //Results/Unsteady/Output/Output Blocks/DSS Hydrograph Output/Summary Output/2D Flow Areas/BaldEagleCr/Starting Differences WSE
Shape: (3, 19597)
Dtype: float32
Attributes for //Results/Unsteady/Output/Output Blocks/DSS Hydrograph Output/Summary Output/2D Flow Areas/BaldEagleCr/Starting Differences WSE:
Row0: b'Prior Profile WSE'
Row1: b'First Time Step WSE'
Row2: b'Difference'
Units: b'ft'
Group: //Results/Unsteady/Output/Output Blocks/DSS Hydrograph Output/Unsteady Time Series
Group: //Results/Unsteady/Output/Output Blocks/DSS Hydrograph Output/Unsteady Time Series/2D Flow Areas
Group: //Results/Unsteady/Output/Output Blocks/DSS Hydrograph Output/Unsteady Time Series/2D Flow Areas/BaldEagleCr
Group: //Results/Unsteady/Output/Output Blocks/DSS Hydrograph Output/Unsteady Time Series/2D Flow Areas/BaldEagleCr/Boundary Conditions
Dataset: //Results/Unsteady/Output/Output Blocks/DSS Hydrograph Output/Unsteady Time Series/2D Flow Areas/BaldEagleCr/Boundary Conditions/DS2NormalD
Shape: (7201, 2)
Dtype: float32
Attributes for //Results/Unsteady/Output/Output Blocks/DSS Hydrograph Output/Unsteady Time Series/2D Flow Areas/BaldEagleCr/Boundary Conditions/DS2NormalD:
2D Area: b'BaldEagleCr'
Columns: [b'Stage' b'Flow']
Flow: b'cfs'
Stage: b'ft'
Dataset: //Results/Unsteady/Output/Output Blocks/DSS Hydrograph Output/Unsteady Time Series/2D Flow Areas/BaldEagleCr/Boundary Conditions/DS2NormalD - Flow per Face
Shape: (7201, 11)
Dtype: float32
Attributes for //Results/Unsteady/Output/Output Blocks/DSS Hydrograph Output/Unsteady Time Series/2D Flow Areas/BaldEagleCr/Boundary Conditions/DS2NormalD - Flow per Face:
2D Area: b'BaldEagleCr'
Faces: [37551 2157 2032 1904 762 1552 1444 1329 1223 1104 983]
Units: b'cfs'
Dataset: //Results/Unsteady/Output/Output Blocks/DSS Hydrograph Output/Unsteady Time Series/2D Flow Areas/BaldEagleCr/Boundary Conditions/DS2NormalD - Stage per Face
Shape: (7201, 11)
Dtype: float32
Attributes for //Results/Unsteady/Output/Output Blocks/DSS Hydrograph Output/Unsteady Time Series/2D Flow Areas/BaldEagleCr/Boundary Conditions/DS2NormalD - Stage per Face:
2D Area: b'BaldEagleCr'
Faces: [37551 2157 2032 1904 762 1552 1444 1329 1223 1104 983]
Units: b'ft'
Dataset: //Results/Unsteady/Output/Output Blocks/DSS Hydrograph Output/Unsteady Time Series/2D Flow Areas/BaldEagleCr/Boundary Conditions/DSNormalDepth
Shape: (7201, 2)
Dtype: float32
Attributes for //Results/Unsteady/Output/Output Blocks/DSS Hydrograph Output/Unsteady Time Series/2D Flow Areas/BaldEagleCr/Boundary Conditions/DSNormalDepth:
2D Area: b'BaldEagleCr'
Columns: [b'Stage' b'Flow']
Flow: b'cfs'
Stage: b'ft'
Dataset: //Results/Unsteady/Output/Output Blocks/DSS Hydrograph Output/Unsteady Time Series/2D Flow Areas/BaldEagleCr/Boundary Conditions/DSNormalDepth - Flow per Face
Shape: (7201, 7)
Dtype: float32
Attributes for //Results/Unsteady/Output/Output Blocks/DSS Hydrograph Output/Unsteady Time Series/2D Flow Areas/BaldEagleCr/Boundary Conditions/DSNormalDepth - Flow per Face:
2D Area: b'BaldEagleCr'
Faces: [2954 2960 2823 2829 2683 2679 2540]
Units: b'cfs'
Dataset: //Results/Unsteady/Output/Output Blocks/DSS Hydrograph Output/Unsteady Time Series/2D Flow Areas/BaldEagleCr/Boundary Conditions/DSNormalDepth - Stage per Face
Shape: (7201, 7)
Dtype: float32
Attributes for //Results/Unsteady/Output/Output Blocks/DSS Hydrograph Output/Unsteady Time Series/2D Flow Areas/BaldEagleCr/Boundary Conditions/DSNormalDepth - Stage per Face:
2D Area: b'BaldEagleCr'
Faces: [2954 2960 2823 2829 2683 2679 2540]
Units: b'ft'
Dataset: //Results/Unsteady/Output/Output Blocks/DSS Hydrograph Output/Unsteady Time Series/2D Flow Areas/BaldEagleCr/Boundary Conditions/Upstream Inflow
Shape: (7201, 2)
Dtype: float32
Attributes for //Results/Unsteady/Output/Output Blocks/DSS Hydrograph Output/Unsteady Time Series/2D Flow Areas/BaldEagleCr/Boundary Conditions/Upstream Inflow:
2D Area: b'BaldEagleCr'
Columns: [b'Stage' b'Flow']
Flow: b'cfs'
Stage: b'ft'
Dataset: //Results/Unsteady/Output/Output Blocks/DSS Hydrograph Output/Unsteady Time Series/2D Flow Areas/BaldEagleCr/Boundary Conditions/Upstream Inflow - Flow per Face
Shape: (7201, 9)
Dtype: float32
Attributes for //Results/Unsteady/Output/Output Blocks/DSS Hydrograph Output/Unsteady Time Series/2D Flow Areas/BaldEagleCr/Boundary Conditions/Upstream Inflow - Flow per Face:
2D Area: b'BaldEagleCr'
Cells: [19542 19545 19544 19546 19548 19547 19550 19551 19514]
Faces: [37450 37483 37482 37504 37524 37522 37536 37539 37197]
Units: b'cfs'
Dataset: //Results/Unsteady/Output/Output Blocks/DSS Hydrograph Output/Unsteady Time Series/2D Flow Areas/BaldEagleCr/Boundary Conditions/Upstream Inflow - Stage per Face
Shape: (7201, 9)
Dtype: float32
Attributes for //Results/Unsteady/Output/Output Blocks/DSS Hydrograph Output/Unsteady Time Series/2D Flow Areas/BaldEagleCr/Boundary Conditions/Upstream Inflow - Stage per Face:
2D Area: b'BaldEagleCr'
Faces: [19542 19545 19544 19546 19548 19547 19550 19551 19514]
Units: b'ft'
Group: //Results/Unsteady/Output/Output Blocks/DSS Hydrograph Output/Unsteady Time Series/2D Flow Areas/BaldEagleCr/Computations
Dataset: //Results/Unsteady/Output/Output Blocks/DSS Hydrograph Output/Unsteady Time Series/2D Flow Areas/BaldEagleCr/Computations/Inner Iteration Number
Shape: (7201, 1)
Dtype: int32
Attributes for //Results/Unsteady/Output/Output Blocks/DSS Hydrograph Output/Unsteady Time Series/2D Flow Areas/BaldEagleCr/Computations/Inner Iteration Number:
Description: b'Sum of inner-loop iterations over all outer-loop iterations'
Dataset: //Results/Unsteady/Output/Output Blocks/DSS Hydrograph Output/Unsteady Time Series/2D Flow Areas/BaldEagleCr/Computations/Inner Max Volume Residual
Shape: (7201, 1)
Dtype: float32
Attributes for //Results/Unsteady/Output/Output Blocks/DSS Hydrograph Output/Unsteady Time Series/2D Flow Areas/BaldEagleCr/Computations/Inner Max Volume Residual:
Description: b'Max of inner-loop volume residual for last outer-loop iteration'
Units: b'ft'
Dataset: //Results/Unsteady/Output/Output Blocks/DSS Hydrograph Output/Unsteady Time Series/2D Flow Areas/BaldEagleCr/Computations/Inner Max Volume Residual Cell
Shape: (7201, 1)
Dtype: int32
Attributes for //Results/Unsteady/Output/Output Blocks/DSS Hydrograph Output/Unsteady Time Series/2D Flow Areas/BaldEagleCr/Computations/Inner Max Volume Residual Cell:
Description: b'Cell location of max volume residual for inner-loop during last outer-loop iteration'
Dataset: //Results/Unsteady/Output/Output Blocks/DSS Hydrograph Output/Unsteady Time Series/2D Flow Areas/BaldEagleCr/Computations/Max Courant
Shape: (7201, 1)
Dtype: float32
Attributes for //Results/Unsteady/Output/Output Blocks/DSS Hydrograph Output/Unsteady Time Series/2D Flow Areas/BaldEagleCr/Computations/Max Courant:
Description: b'Maximum Courant Values'
Dataset: //Results/Unsteady/Output/Output Blocks/DSS Hydrograph Output/Unsteady Time Series/2D Flow Areas/BaldEagleCr/Computations/Max Courant Face
Shape: (7201, 1)
Dtype: int32
Attributes for //Results/Unsteady/Output/Output Blocks/DSS Hydrograph Output/Unsteady Time Series/2D Flow Areas/BaldEagleCr/Computations/Max Courant Face:
Description: b'Face Index of Maximum Courant Values'
Dataset: //Results/Unsteady/Output/Output Blocks/DSS Hydrograph Output/Unsteady Time Series/2D Flow Areas/BaldEagleCr/Computations/Max Face Velocity
Shape: (7201, 1)
Dtype: float32
Attributes for //Results/Unsteady/Output/Output Blocks/DSS Hydrograph Output/Unsteady Time Series/2D Flow Areas/BaldEagleCr/Computations/Max Face Velocity:
Description: b'Maximum face velocity for 2D area'
Units: b'ft/s'
Dataset: //Results/Unsteady/Output/Output Blocks/DSS Hydrograph Output/Unsteady Time Series/2D Flow Areas/BaldEagleCr/Computations/Max Face Velocity Face
Shape: (7201, 1)
Dtype: int32
Attributes for //Results/Unsteady/Output/Output Blocks/DSS Hydrograph Output/Unsteady Time Series/2D Flow Areas/BaldEagleCr/Computations/Max Face Velocity Face:
Description: b'Face ID of maximum face velocity for 2D area'
Dataset: //Results/Unsteady/Output/Output Blocks/DSS Hydrograph Output/Unsteady Time Series/2D Flow Areas/BaldEagleCr/Computations/Max Water Surface
Shape: (7201, 1)
Dtype: float32
Attributes for //Results/Unsteady/Output/Output Blocks/DSS Hydrograph Output/Unsteady Time Series/2D Flow Areas/BaldEagleCr/Computations/Max Water Surface:
Description: b'Maximum water surface elevation for 2D area'
Units: b'ft'
Dataset: //Results/Unsteady/Output/Output Blocks/DSS Hydrograph Output/Unsteady Time Series/2D Flow Areas/BaldEagleCr/Computations/Max Water Surface Cell
Shape: (7201, 1)
Dtype: int32
Attributes for //Results/Unsteady/Output/Output Blocks/DSS Hydrograph Output/Unsteady Time Series/2D Flow Areas/BaldEagleCr/Computations/Max Water Surface Cell:
Description: b'Cell of minimum water surface elevation for 2D area'
Dataset: //Results/Unsteady/Output/Output Blocks/DSS Hydrograph Output/Unsteady Time Series/2D Flow Areas/BaldEagleCr/Computations/Min Water Surface
Shape: (7201, 1)
Dtype: float32
Attributes for //Results/Unsteady/Output/Output Blocks/DSS Hydrograph Output/Unsteady Time Series/2D Flow Areas/BaldEagleCr/Computations/Min Water Surface:
Description: b'Minimum water surface elevation for 2D area'
Units: b'ft'
Dataset: //Results/Unsteady/Output/Output Blocks/DSS Hydrograph Output/Unsteady Time Series/2D Flow Areas/BaldEagleCr/Computations/Min Water Surface Cell
Shape: (7201, 1)
Dtype: int32
Attributes for //Results/Unsteady/Output/Output Blocks/DSS Hydrograph Output/Unsteady Time Series/2D Flow Areas/BaldEagleCr/Computations/Min Water Surface Cell:
Description: b'Cell of minimum water surface elevation for 2D area'
Dataset: //Results/Unsteady/Output/Output Blocks/DSS Hydrograph Output/Unsteady Time Series/2D Flow Areas/BaldEagleCr/Computations/Outer Iteration Number
Shape: (7201, 1)
Dtype: int32
Attributes for //Results/Unsteady/Output/Output Blocks/DSS Hydrograph Output/Unsteady Time Series/2D Flow Areas/BaldEagleCr/Computations/Outer Iteration Number:
Description: b'Number of outer-loop iterations'
Dataset: //Results/Unsteady/Output/Output Blocks/DSS Hydrograph Output/Unsteady Time Series/2D Flow Areas/BaldEagleCr/Computations/Outer Max Water Surface Correction
Shape: (7201, 1)
Dtype: float32
Attributes for //Results/Unsteady/Output/Output Blocks/DSS Hydrograph Output/Unsteady Time Series/2D Flow Areas/BaldEagleCr/Computations/Outer Max Water Surface Correction:
Description: b'Max water surface correction for last outer-loop iteration'
Units: b'ft'
Dataset: //Results/Unsteady/Output/Output Blocks/DSS Hydrograph Output/Unsteady Time Series/2D Flow Areas/BaldEagleCr/Computations/Outer Max Water Surface Correction Cell
Shape: (7201, 1)
Dtype: int32
Attributes for //Results/Unsteady/Output/Output Blocks/DSS Hydrograph Output/Unsteady Time Series/2D Flow Areas/BaldEagleCr/Computations/Outer Max Water Surface Correction Cell:
Description: b'Cell location of max water surface correction at last outer-loop iteration'
Dataset: //Results/Unsteady/Output/Output Blocks/DSS Hydrograph Output/Unsteady Time Series/2D Flow Areas/BaldEagleCr/Computations/Outer Status
Shape: (7201, 1)
Dtype: int32
Attributes for //Results/Unsteady/Output/Output Blocks/DSS Hydrograph Output/Unsteady Time Series/2D Flow Areas/BaldEagleCr/Computations/Outer Status:
Description: b'1:ConvMax, 2:ConvRMS, 3:Stall, 4:Iter, 5:Small, -1:Max, -2:Div'
Dataset: //Results/Unsteady/Output/Output Blocks/DSS Hydrograph Output/Unsteady Time Series/2D Flow Areas/BaldEagleCr/Computations/Percent Active Cells
Shape: (7201, 1)
Dtype: float32
Attributes for //Results/Unsteady/Output/Output Blocks/DSS Hydrograph Output/Unsteady Time Series/2D Flow Areas/BaldEagleCr/Computations/Percent Active Cells:
Description: b'Percentage of active (wet) cells'
Units: b'Percent by number of cells'
Dataset: //Results/Unsteady/Output/Output Blocks/DSS Hydrograph Output/Unsteady Time Series/2D Flow Areas/BaldEagleCr/Computations/Time Step
Shape: (7201, 1)
Dtype: float32
Attributes for //Results/Unsteady/Output/Output Blocks/DSS Hydrograph Output/Unsteady Time Series/2D Flow Areas/BaldEagleCr/Computations/Time Step:
Units: b's'
Dataset: //Results/Unsteady/Output/Output Blocks/DSS Hydrograph Output/Unsteady Time Series/2D Flow Areas/BaldEagleCr/Computations/Total Iteration Number
Shape: (7201, 1)
Dtype: int32
Attributes for //Results/Unsteady/Output/Output Blocks/DSS Hydrograph Output/Unsteady Time Series/2D Flow Areas/BaldEagleCr/Computations/Total Iteration Number:
Description: b'Sum of inner and outer iterations'
Dataset: //Results/Unsteady/Output/Output Blocks/DSS Hydrograph Output/Unsteady Time Series/2D Flow Areas/BaldEagleCr/Computations/Volume
Shape: (7201, 1)
Dtype: float32
Attributes for //Results/Unsteady/Output/Output Blocks/DSS Hydrograph Output/Unsteady Time Series/2D Flow Areas/BaldEagleCr/Computations/Volume:
Description: b'Percentage of active (wet) cells'
Units: b'Acre-Feet'
Dataset: //Results/Unsteady/Output/Output Blocks/DSS Hydrograph Output/Unsteady Time Series/2D Flow Areas/BaldEagleCr/Computations/Volume Error
Shape: (7201, 1)
Dtype: float32
Attributes for //Results/Unsteady/Output/Output Blocks/DSS Hydrograph Output/Unsteady Time Series/2D Flow Areas/BaldEagleCr/Computations/Volume Error:
Description: b'Volume error for 2D area'
Units: b'ft^3'
Group: //Results/Unsteady/Output/Output Blocks/DSS Hydrograph Output/Unsteady Time Series/Boundary Conditions
Dataset: //Results/Unsteady/Output/Output Blocks/DSS Hydrograph Output/Unsteady Time Series/Boundary Conditions/DS2NormalD
Shape: (7201, 2)
Dtype: float32
Attributes for //Results/Unsteady/Output/Output Blocks/DSS Hydrograph Output/Unsteady Time Series/Boundary Conditions/DS2NormalD:
2D Area: b'BaldEagleCr'
Columns: [b'Stage' b'Flow']
Flow: b'cfs'
Stage: b'ft'
Dataset: //Results/Unsteady/Output/Output Blocks/DSS Hydrograph Output/Unsteady Time Series/Boundary Conditions/DS2NormalD - Flow per Face
Shape: (7201, 11)
Dtype: float32
Attributes for //Results/Unsteady/Output/Output Blocks/DSS Hydrograph Output/Unsteady Time Series/Boundary Conditions/DS2NormalD - Flow per Face:
2D Area: b'BaldEagleCr'
Faces: [37551 2157 2032 1904 762 1552 1444 1329 1223 1104 983]
Units: b'cfs'
Dataset: //Results/Unsteady/Output/Output Blocks/DSS Hydrograph Output/Unsteady Time Series/Boundary Conditions/DS2NormalD - Stage per Face
Shape: (7201, 11)
Dtype: float32
Attributes for //Results/Unsteady/Output/Output Blocks/DSS Hydrograph Output/Unsteady Time Series/Boundary Conditions/DS2NormalD - Stage per Face:
2D Area: b'BaldEagleCr'
Faces: [37551 2157 2032 1904 762 1552 1444 1329 1223 1104 983]
Units: b'ft'
Dataset: //Results/Unsteady/Output/Output Blocks/DSS Hydrograph Output/Unsteady Time Series/Boundary Conditions/DSNormalDepth
Shape: (7201, 2)
Dtype: float32
Attributes for //Results/Unsteady/Output/Output Blocks/DSS Hydrograph Output/Unsteady Time Series/Boundary Conditions/DSNormalDepth:
2D Area: b'BaldEagleCr'
Columns: [b'Stage' b'Flow']
Flow: b'cfs'
Stage: b'ft'
Dataset: //Results/Unsteady/Output/Output Blocks/DSS Hydrograph Output/Unsteady Time Series/Boundary Conditions/DSNormalDepth - Flow per Face
Shape: (7201, 7)
Dtype: float32
Attributes for //Results/Unsteady/Output/Output Blocks/DSS Hydrograph Output/Unsteady Time Series/Boundary Conditions/DSNormalDepth - Flow per Face:
2D Area: b'BaldEagleCr'
Faces: [2954 2960 2823 2829 2683 2679 2540]
Units: b'cfs'
Dataset: //Results/Unsteady/Output/Output Blocks/DSS Hydrograph Output/Unsteady Time Series/Boundary Conditions/DSNormalDepth - Stage per Face
Shape: (7201, 7)
Dtype: float32
Attributes for //Results/Unsteady/Output/Output Blocks/DSS Hydrograph Output/Unsteady Time Series/Boundary Conditions/DSNormalDepth - Stage per Face:
2D Area: b'BaldEagleCr'
Faces: [2954 2960 2823 2829 2683 2679 2540]
Units: b'ft'
Dataset: //Results/Unsteady/Output/Output Blocks/DSS Hydrograph Output/Unsteady Time Series/Boundary Conditions/Upstream Inflow
Shape: (7201, 2)
Dtype: float32
Attributes for //Results/Unsteady/Output/Output Blocks/DSS Hydrograph Output/Unsteady Time Series/Boundary Conditions/Upstream Inflow:
2D Area: b'BaldEagleCr'
Columns: [b'Stage' b'Flow']
Flow: b'cfs'
Stage: b'ft'
Dataset: //Results/Unsteady/Output/Output Blocks/DSS Hydrograph Output/Unsteady Time Series/Boundary Conditions/Upstream Inflow - Flow per Face
Shape: (7201, 9)
Dtype: float32
Attributes for //Results/Unsteady/Output/Output Blocks/DSS Hydrograph Output/Unsteady Time Series/Boundary Conditions/Upstream Inflow - Flow per Face:
2D Area: b'BaldEagleCr'
Cells: [19542 19545 19544 19546 19548 19547 19550 19551 19514]
Faces: [37450 37483 37482 37504 37524 37522 37536 37539 37197]
Units: b'cfs'
Dataset: //Results/Unsteady/Output/Output Blocks/DSS Hydrograph Output/Unsteady Time Series/Boundary Conditions/Upstream Inflow - Stage per Face
Shape: (7201, 9)
Dtype: float32
Attributes for //Results/Unsteady/Output/Output Blocks/DSS Hydrograph Output/Unsteady Time Series/Boundary Conditions/Upstream Inflow - Stage per Face:
2D Area: b'BaldEagleCr'
Faces: [19542 19545 19544 19546 19548 19547 19550 19551 19514]
Units: b'ft'
Group: //Results/Unsteady/Output/Output Blocks/DSS Hydrograph Output/Unsteady Time Series/Calibration Regions
Attributes for //Results/Unsteady/Output/Output Blocks/DSS Hydrograph Output/Unsteady Time Series/Calibration Regions:
Vol Accounting in: b'acre-ft'
Dataset: //Results/Unsteady/Output/Output Blocks/DSS Hydrograph Output/Unsteady Time Series/Calibration Regions/Flow Roughness Factor
Shape: (7201, 1)
Dtype: float32
Attributes for //Results/Unsteady/Output/Output Blocks/DSS Hydrograph Output/Unsteady Time Series/Calibration Regions/Flow Roughness Factor:
Units: b'-'
Dataset: //Results/Unsteady/Output/Output Blocks/DSS Hydrograph Output/Unsteady Time Series/Calibration Regions/Inflow - Perimeter
Shape: (7201, 1)
Dtype: float32
Attributes for //Results/Unsteady/Output/Output Blocks/DSS Hydrograph Output/Unsteady Time Series/Calibration Regions/Inflow - Perimeter:
Units: b'cfs'
Dataset: //Results/Unsteady/Output/Output Blocks/DSS Hydrograph Output/Unsteady Time Series/Calibration Regions/Net Inflow - Internal
Shape: (7201, 1)
Dtype: float32
Attributes for //Results/Unsteady/Output/Output Blocks/DSS Hydrograph Output/Unsteady Time Series/Calibration Regions/Net Inflow - Internal:
Units: b'cfs'
Dataset: //Results/Unsteady/Output/Output Blocks/DSS Hydrograph Output/Unsteady Time Series/Calibration Regions/Net Inflow - Perimeter
Shape: (7201, 1)
Dtype: float32
Attributes for //Results/Unsteady/Output/Output Blocks/DSS Hydrograph Output/Unsteady Time Series/Calibration Regions/Net Inflow - Perimeter:
Units: b'cfs'
Dataset: //Results/Unsteady/Output/Output Blocks/DSS Hydrograph Output/Unsteady Time Series/Calibration Regions/Outflow - Perimeter
Shape: (7201, 1)
Dtype: float32
Attributes for //Results/Unsteady/Output/Output Blocks/DSS Hydrograph Output/Unsteady Time Series/Calibration Regions/Outflow - Perimeter:
Units: b'cfs'
Dataset: //Results/Unsteady/Output/Output Blocks/DSS Hydrograph Output/Unsteady Time Series/Calibration Regions/Volume
Shape: (7201, 1)
Dtype: float32
Attributes for //Results/Unsteady/Output/Output Blocks/DSS Hydrograph Output/Unsteady Time Series/Calibration Regions/Volume:
Units: b'acre-ft'
Dataset: //Results/Unsteady/Output/Output Blocks/DSS Hydrograph Output/Unsteady Time Series/Calibration Regions/Volume Error
Shape: (7201, 1)
Dtype: float32
Attributes for //Results/Unsteady/Output/Output Blocks/DSS Hydrograph Output/Unsteady Time Series/Calibration Regions/Volume Error:
Units: b'acre-ft'
Dataset: //Results/Unsteady/Output/Output Blocks/DSS Hydrograph Output/Unsteady Time Series/Calibration Regions/WSE Avg
Shape: (7201, 1)
Dtype: float32
Attributes for //Results/Unsteady/Output/Output Blocks/DSS Hydrograph Output/Unsteady Time Series/Calibration Regions/WSE Avg:
Units: b'ft'
Dataset: //Results/Unsteady/Output/Output Blocks/DSS Hydrograph Output/Unsteady Time Series/Calibration Regions/WSE Max
Shape: (7201, 1)
Dtype: float32
Attributes for //Results/Unsteady/Output/Output Blocks/DSS Hydrograph Output/Unsteady Time Series/Calibration Regions/WSE Max:
Units: b'ft'
Dataset: //Results/Unsteady/Output/Output Blocks/DSS Hydrograph Output/Unsteady Time Series/Calibration Regions/WSE Min
Shape: (7201, 1)
Dtype: float32
Attributes for //Results/Unsteady/Output/Output Blocks/DSS Hydrograph Output/Unsteady Time Series/Calibration Regions/WSE Min:
Units: b'ft'
Group: //Results/Unsteady/Output/Output Blocks/DSS Hydrograph Output/Unsteady Time Series/SA 2D Area Conn
Group: //Results/Unsteady/Output/Output Blocks/DSS Hydrograph Output/Unsteady Time Series/SA 2D Area Conn/BaldEagleCr Sayers Dam
Attributes for //Results/Unsteady/Output/Output Blocks/DSS Hydrograph Output/Unsteady Time Series/SA 2D Area Conn/BaldEagleCr Sayers Dam:
Node Pointer: 2
Group: //Results/Unsteady/Output/Output Blocks/DSS Hydrograph Output/Unsteady Time Series/SA 2D Area Conn/BaldEagleCr Sayers Dam/Gate Groups
Dataset: //Results/Unsteady/Output/Output Blocks/DSS Hydrograph Output/Unsteady Time Series/SA 2D Area Conn/BaldEagleCr Sayers Dam/Gate Groups/Gate #1
Shape: (7201, 6)
Dtype: float32
Attributes for //Results/Unsteady/Output/Output Blocks/DSS Hydrograph Output/Unsteady Time Series/SA 2D Area Conn/BaldEagleCr Sayers Dam/Gate Groups/Gate #1:
Variable_Unit: [[b'Gate Flow' b'cfs']
[b'Gate Opening' b'ft']
[b'Stage HW' b'ft']
[b'Stage TW' b'ft']
[b'Gate Area' b'ft^2']
[b'Gate Submergence' b'']]
Group: //Results/Unsteady/Output/Output Blocks/DSS Hydrograph Output/Unsteady Time Series/SA 2D Area Conn/BaldEagleCr Sayers Dam/Geometric Info
Group: //Results/Unsteady/Output/Output Blocks/DSS Hydrograph Output/Unsteady Time Series/SA 2D Area Conn/BaldEagleCr Sayers Dam/Geometric Info/Gates and Culverts
Group: //Results/Unsteady/Output/Output Blocks/DSS Hydrograph Output/Unsteady Time Series/SA 2D Area Conn/BaldEagleCr Sayers Dam/Geometric Info/Gates and Culverts/Gate #1
Dataset: //Results/Unsteady/Output/Output Blocks/DSS Hydrograph Output/Unsteady Time Series/SA 2D Area Conn/BaldEagleCr Sayers Dam/Geometric Info/Gates and Culverts/Gate #1/Gate CL Cell HW
Shape: (2,)
Dtype: int32
Dataset: //Results/Unsteady/Output/Output Blocks/DSS Hydrograph Output/Unsteady Time Series/SA 2D Area Conn/BaldEagleCr Sayers Dam/Geometric Info/Gates and Culverts/Gate #1/Gate CL Cell TW
Shape: (2,)
Dtype: int32
Dataset: //Results/Unsteady/Output/Output Blocks/DSS Hydrograph Output/Unsteady Time Series/SA 2D Area Conn/BaldEagleCr Sayers Dam/Geometric Info/Headwater Face Points
Shape: (28,)
Dtype: int32
Dataset: //Results/Unsteady/Output/Output Blocks/DSS Hydrograph Output/Unsteady Time Series/SA 2D Area Conn/BaldEagleCr Sayers Dam/Geometric Info/Headwater Face Points Stations
Shape: (28,)
Dtype: float32
Dataset: //Results/Unsteady/Output/Output Blocks/DSS Hydrograph Output/Unsteady Time Series/SA 2D Area Conn/BaldEagleCr Sayers Dam/Geometric Info/Tailwater Face Points
Shape: (28,)
Dtype: int32
Dataset: //Results/Unsteady/Output/Output Blocks/DSS Hydrograph Output/Unsteady Time Series/SA 2D Area Conn/BaldEagleCr Sayers Dam/Geometric Info/Tailwater Face Points Stations
Shape: (28,)
Dtype: float32
Group: //Results/Unsteady/Output/Output Blocks/DSS Hydrograph Output/Unsteady Time Series/SA 2D Area Conn/BaldEagleCr Sayers Dam/HW TW Cells
Dataset: //Results/Unsteady/Output/Output Blocks/DSS Hydrograph Output/Unsteady Time Series/SA 2D Area Conn/BaldEagleCr Sayers Dam/HW TW Cells/Water Surface HW Cells
Shape: (7201, 27)
Dtype: float32
Dataset: //Results/Unsteady/Output/Output Blocks/DSS Hydrograph Output/Unsteady Time Series/SA 2D Area Conn/BaldEagleCr Sayers Dam/HW TW Cells/Water Surface TW Cells
Shape: (7201, 27)
Dtype: float32
Group: //Results/Unsteady/Output/Output Blocks/DSS Hydrograph Output/Unsteady Time Series/SA 2D Area Conn/BaldEagleCr Sayers Dam/HW TW Segments
Attributes for //Results/Unsteady/Output/Output Blocks/DSS Hydrograph Output/Unsteady Time Series/SA 2D Area Conn/BaldEagleCr Sayers Dam/HW TW Segments:
HW TW Segments: b'Structure Segments Between any HW and/or TW Intersection'
Dataset: //Results/Unsteady/Output/Output Blocks/DSS Hydrograph Output/Unsteady Time Series/SA 2D Area Conn/BaldEagleCr Sayers Dam/HW TW Segments/Flow
Shape: (1, 28)
Dtype: float32
Attributes for //Results/Unsteady/Output/Output Blocks/DSS Hydrograph Output/Unsteady Time Series/SA 2D Area Conn/BaldEagleCr Sayers Dam/HW TW Segments/Flow:
Flow: b'Flow Across the given Segment for the Time Step'
Units: b'cfs'
Dataset: //Results/Unsteady/Output/Output Blocks/DSS Hydrograph Output/Unsteady Time Series/SA 2D Area Conn/BaldEagleCr Sayers Dam/HW TW Segments/HW TW Station
Shape: (28,)
Dtype: float32
Attributes for //Results/Unsteady/Output/Output Blocks/DSS Hydrograph Output/Unsteady Time Series/SA 2D Area Conn/BaldEagleCr Sayers Dam/HW TW Segments/HW TW Station:
HW TW Station: b'Starting/Ending station for given segment'
Dataset: //Results/Unsteady/Output/Output Blocks/DSS Hydrograph Output/Unsteady Time Series/SA 2D Area Conn/BaldEagleCr Sayers Dam/HW TW Segments/Headwater Cells
Shape: (27,)
Dtype: |S10
Attributes for //Results/Unsteady/Output/Output Blocks/DSS Hydrograph Output/Unsteady Time Series/SA 2D Area Conn/BaldEagleCr Sayers Dam/HW TW Segments/Headwater Cells:
Headwater Cells: b'The given Segment is inside of this Cell'
Dataset: //Results/Unsteady/Output/Output Blocks/DSS Hydrograph Output/Unsteady Time Series/SA 2D Area Conn/BaldEagleCr Sayers Dam/HW TW Segments/Tailwater Cells
Shape: (27,)
Dtype: |S10
Attributes for //Results/Unsteady/Output/Output Blocks/DSS Hydrograph Output/Unsteady Time Series/SA 2D Area Conn/BaldEagleCr Sayers Dam/HW TW Segments/Tailwater Cells:
Tailwater Cells: b'The given Segment is inside of this Cell'
Dataset: //Results/Unsteady/Output/Output Blocks/DSS Hydrograph Output/Unsteady Time Series/SA 2D Area Conn/BaldEagleCr Sayers Dam/HW TW Segments/Water Surface HW
Shape: (1, 28)
Dtype: float32
Attributes for //Results/Unsteady/Output/Output Blocks/DSS Hydrograph Output/Unsteady Time Series/SA 2D Area Conn/BaldEagleCr Sayers Dam/HW TW Segments/Water Surface HW:
Units: b'ft'
Water Surface HW: b'WSEL on HW side for given Station Location and Time Step'
Dataset: //Results/Unsteady/Output/Output Blocks/DSS Hydrograph Output/Unsteady Time Series/SA 2D Area Conn/BaldEagleCr Sayers Dam/HW TW Segments/Water Surface TW
Shape: (1, 28)
Dtype: float32
Attributes for //Results/Unsteady/Output/Output Blocks/DSS Hydrograph Output/Unsteady Time Series/SA 2D Area Conn/BaldEagleCr Sayers Dam/HW TW Segments/Water Surface TW:
Units: b'ft'
Water Surface TW: b'WSEL on TW side for given Station Location and Time Step'
Dataset: //Results/Unsteady/Output/Output Blocks/DSS Hydrograph Output/Unsteady Time Series/SA 2D Area Conn/BaldEagleCr Sayers Dam/Headwater Cells
Shape: (27,)
Dtype: int32
Dataset: //Results/Unsteady/Output/Output Blocks/DSS Hydrograph Output/Unsteady Time Series/SA 2D Area Conn/BaldEagleCr Sayers Dam/Structure Variables
Shape: (7201, 5)
Dtype: float32
Attributes for //Results/Unsteady/Output/Output Blocks/DSS Hydrograph Output/Unsteady Time Series/SA 2D Area Conn/BaldEagleCr Sayers Dam/Structure Variables:
Starting Weir Sta: -0.07999999821186066
Variable_Unit: [[b'Total Flow' b'cfs']
[b'Weir Flow' b'cfs']
[b'Stage HW' b'ft']
[b'Stage TW' b'ft']
[b'Total Gate Flow' b'cfs']]
Weir Sta for WS HW: 5268.0
Weir Sta for WS TW: 5268.0
Dataset: //Results/Unsteady/Output/Output Blocks/DSS Hydrograph Output/Unsteady Time Series/SA 2D Area Conn/BaldEagleCr Sayers Dam/Tailwater Cells
Shape: (27,)
Dtype: int32
Dataset: //Results/Unsteady/Output/Output Blocks/DSS Hydrograph Output/Unsteady Time Series/Time
Shape: (7201,)
Dtype: float64
Attributes for //Results/Unsteady/Output/Output Blocks/DSS Hydrograph Output/Unsteady Time Series/Time:
Number of actual Time Steps: [7201]
Time: b'days'
Dataset: //Results/Unsteady/Output/Output Blocks/DSS Hydrograph Output/Unsteady Time Series/Time Date Stamp
Shape: (7201,)
Dtype: |S19
Dataset: //Results/Unsteady/Output/Output Blocks/DSS Hydrograph Output/Unsteady Time Series/Time Date Stamp (ms)
Shape: (7201,)
Dtype: |S22
Dataset: //Results/Unsteady/Output/Output Blocks/DSS Hydrograph Output/Unsteady Time Series/Time Step
Shape: (7201,)
Dtype: float32
Attributes for //Results/Unsteady/Output/Output Blocks/DSS Hydrograph Output/Unsteady Time Series/Time Step:
Time Step: b'Seconds'
Group: //Results/Unsteady/Output/Output Blocks/DSS Profile Output
Attributes for //Results/Unsteady/Output/Output Blocks/DSS Profile Output:
Output Block Name: [b'DSS Profile Output']
Group: //Results/Unsteady/Output/Output Blocks/DSS Profile Output/Unsteady Time Series
Group: //Results/Unsteady/Output/Output Blocks/DSS Profile Output/Unsteady Time Series/SA 2D Area Conn
Group: //Results/Unsteady/Output/Output Blocks/DSS Profile Output/Unsteady Time Series/SA 2D Area Conn/BaldEagleCr Sayers Dam
Attributes for //Results/Unsteady/Output/Output Blocks/DSS Profile Output/Unsteady Time Series/SA 2D Area Conn/BaldEagleCr Sayers Dam:
Node Pointer: 2
Group: //Results/Unsteady/Output/Output Blocks/DSS Profile Output/Unsteady Time Series/SA 2D Area Conn/BaldEagleCr Sayers Dam/Gate Groups
Dataset: //Results/Unsteady/Output/Output Blocks/DSS Profile Output/Unsteady Time Series/SA 2D Area Conn/BaldEagleCr Sayers Dam/Gate Groups/Gate #1
Shape: (121, 6)
Dtype: float32
Attributes for //Results/Unsteady/Output/Output Blocks/DSS Profile Output/Unsteady Time Series/SA 2D Area Conn/BaldEagleCr Sayers Dam/Gate Groups/Gate #1:
Variable_Unit: [[b'Gate Flow' b'cfs']
[b'Gate Opening' b'ft']
[b'Stage HW' b'ft']
[b'Stage TW' b'ft']
[b'Gate Area' b'ft^2']
[b'Gate Submergence' b'']]
Group: //Results/Unsteady/Output/Output Blocks/DSS Profile Output/Unsteady Time Series/SA 2D Area Conn/BaldEagleCr Sayers Dam/Geometric Info
Group: //Results/Unsteady/Output/Output Blocks/DSS Profile Output/Unsteady Time Series/SA 2D Area Conn/BaldEagleCr Sayers Dam/Geometric Info/Gates and Culverts
Group: //Results/Unsteady/Output/Output Blocks/DSS Profile Output/Unsteady Time Series/SA 2D Area Conn/BaldEagleCr Sayers Dam/Geometric Info/Gates and Culverts/Gate #1
Dataset: //Results/Unsteady/Output/Output Blocks/DSS Profile Output/Unsteady Time Series/SA 2D Area Conn/BaldEagleCr Sayers Dam/Geometric Info/Gates and Culverts/Gate #1/Gate CL Cell HW
Shape: (2,)
Dtype: int32
Dataset: //Results/Unsteady/Output/Output Blocks/DSS Profile Output/Unsteady Time Series/SA 2D Area Conn/BaldEagleCr Sayers Dam/Geometric Info/Gates and Culverts/Gate #1/Gate CL Cell TW
Shape: (2,)
Dtype: int32
Dataset: //Results/Unsteady/Output/Output Blocks/DSS Profile Output/Unsteady Time Series/SA 2D Area Conn/BaldEagleCr Sayers Dam/Geometric Info/Headwater Face Points
Shape: (28,)
Dtype: int32
Dataset: //Results/Unsteady/Output/Output Blocks/DSS Profile Output/Unsteady Time Series/SA 2D Area Conn/BaldEagleCr Sayers Dam/Geometric Info/Headwater Face Points Stations
Shape: (28,)
Dtype: float32
Dataset: //Results/Unsteady/Output/Output Blocks/DSS Profile Output/Unsteady Time Series/SA 2D Area Conn/BaldEagleCr Sayers Dam/Geometric Info/Tailwater Face Points
Shape: (28,)
Dtype: int32
Dataset: //Results/Unsteady/Output/Output Blocks/DSS Profile Output/Unsteady Time Series/SA 2D Area Conn/BaldEagleCr Sayers Dam/Geometric Info/Tailwater Face Points Stations
Shape: (28,)
Dtype: float32
Group: //Results/Unsteady/Output/Output Blocks/DSS Profile Output/Unsteady Time Series/SA 2D Area Conn/BaldEagleCr Sayers Dam/HW TW Cells
Dataset: //Results/Unsteady/Output/Output Blocks/DSS Profile Output/Unsteady Time Series/SA 2D Area Conn/BaldEagleCr Sayers Dam/HW TW Cells/Water Surface HW Cells
Shape: (121, 27)
Dtype: float32
Dataset: //Results/Unsteady/Output/Output Blocks/DSS Profile Output/Unsteady Time Series/SA 2D Area Conn/BaldEagleCr Sayers Dam/HW TW Cells/Water Surface TW Cells
Shape: (121, 27)
Dtype: float32
Group: //Results/Unsteady/Output/Output Blocks/DSS Profile Output/Unsteady Time Series/SA 2D Area Conn/BaldEagleCr Sayers Dam/HW TW Segments
Attributes for //Results/Unsteady/Output/Output Blocks/DSS Profile Output/Unsteady Time Series/SA 2D Area Conn/BaldEagleCr Sayers Dam/HW TW Segments:
HW TW Segments: b'Structure Segments Between any HW and/or TW Intersection'
Dataset: //Results/Unsteady/Output/Output Blocks/DSS Profile Output/Unsteady Time Series/SA 2D Area Conn/BaldEagleCr Sayers Dam/HW TW Segments/Flow
Shape: (121, 28)
Dtype: float32
Attributes for //Results/Unsteady/Output/Output Blocks/DSS Profile Output/Unsteady Time Series/SA 2D Area Conn/BaldEagleCr Sayers Dam/HW TW Segments/Flow:
Flow: b'Flow Across the given Segment for the Time Step'
Units: b'cfs'
Dataset: //Results/Unsteady/Output/Output Blocks/DSS Profile Output/Unsteady Time Series/SA 2D Area Conn/BaldEagleCr Sayers Dam/HW TW Segments/HW TW Station
Shape: (28,)
Dtype: float32
Attributes for //Results/Unsteady/Output/Output Blocks/DSS Profile Output/Unsteady Time Series/SA 2D Area Conn/BaldEagleCr Sayers Dam/HW TW Segments/HW TW Station:
HW TW Station: b'Starting/Ending station for given segment'
Dataset: //Results/Unsteady/Output/Output Blocks/DSS Profile Output/Unsteady Time Series/SA 2D Area Conn/BaldEagleCr Sayers Dam/HW TW Segments/Headwater Cells
Shape: (27,)
Dtype: |S10
Attributes for //Results/Unsteady/Output/Output Blocks/DSS Profile Output/Unsteady Time Series/SA 2D Area Conn/BaldEagleCr Sayers Dam/HW TW Segments/Headwater Cells:
Headwater Cells: b'The given Segment is inside of this Cell'
Dataset: //Results/Unsteady/Output/Output Blocks/DSS Profile Output/Unsteady Time Series/SA 2D Area Conn/BaldEagleCr Sayers Dam/HW TW Segments/Tailwater Cells
Shape: (27,)
Dtype: |S10
Attributes for //Results/Unsteady/Output/Output Blocks/DSS Profile Output/Unsteady Time Series/SA 2D Area Conn/BaldEagleCr Sayers Dam/HW TW Segments/Tailwater Cells:
Tailwater Cells: b'The given Segment is inside of this Cell'
Dataset: //Results/Unsteady/Output/Output Blocks/DSS Profile Output/Unsteady Time Series/SA 2D Area Conn/BaldEagleCr Sayers Dam/HW TW Segments/Water Surface HW
Shape: (121, 28)
Dtype: float32
Attributes for //Results/Unsteady/Output/Output Blocks/DSS Profile Output/Unsteady Time Series/SA 2D Area Conn/BaldEagleCr Sayers Dam/HW TW Segments/Water Surface HW:
Units: b'ft'
Water Surface HW: b'WSEL on HW side for given Station Location and Time Step'
Dataset: //Results/Unsteady/Output/Output Blocks/DSS Profile Output/Unsteady Time Series/SA 2D Area Conn/BaldEagleCr Sayers Dam/HW TW Segments/Water Surface TW
Shape: (121, 28)
Dtype: float32
Attributes for //Results/Unsteady/Output/Output Blocks/DSS Profile Output/Unsteady Time Series/SA 2D Area Conn/BaldEagleCr Sayers Dam/HW TW Segments/Water Surface TW:
Units: b'ft'
Water Surface TW: b'WSEL on TW side for given Station Location and Time Step'
Dataset: //Results/Unsteady/Output/Output Blocks/DSS Profile Output/Unsteady Time Series/SA 2D Area Conn/BaldEagleCr Sayers Dam/Headwater Cells
Shape: (27,)
Dtype: int32
Dataset: //Results/Unsteady/Output/Output Blocks/DSS Profile Output/Unsteady Time Series/SA 2D Area Conn/BaldEagleCr Sayers Dam/Structure Variables
Shape: (121, 5)
Dtype: float32
Attributes for //Results/Unsteady/Output/Output Blocks/DSS Profile Output/Unsteady Time Series/SA 2D Area Conn/BaldEagleCr Sayers Dam/Structure Variables:
Starting Weir Sta: -0.07999999821186066
Variable_Unit: [[b'Total Flow' b'cfs']
[b'Weir Flow' b'cfs']
[b'Stage HW' b'ft']
[b'Stage TW' b'ft']
[b'Total Gate Flow' b'cfs']]
Weir Sta for WS HW: 5268.0
Weir Sta for WS TW: 5268.0
Dataset: //Results/Unsteady/Output/Output Blocks/DSS Profile Output/Unsteady Time Series/SA 2D Area Conn/BaldEagleCr Sayers Dam/Tailwater Cells
Shape: (27,)
Dtype: int32
Dataset: //Results/Unsteady/Output/Output Blocks/DSS Profile Output/Unsteady Time Series/Time
Shape: (121,)
Dtype: float64
Attributes for //Results/Unsteady/Output/Output Blocks/DSS Profile Output/Unsteady Time Series/Time:
Number of actual Time Steps: [121]
Time: b'days'
Dataset: //Results/Unsteady/Output/Output Blocks/DSS Profile Output/Unsteady Time Series/Time Date Stamp
Shape: (121,)
Dtype: |S19
Dataset: //Results/Unsteady/Output/Output Blocks/DSS Profile Output/Unsteady Time Series/Time Date Stamp (ms)
Shape: (121,)
Dtype: |S22
Dataset: //Results/Unsteady/Output/Output Blocks/DSS Profile Output/Unsteady Time Series/Time Step
Shape: (121,)
Dtype: float32
Attributes for //Results/Unsteady/Output/Output Blocks/DSS Profile Output/Unsteady Time Series/Time Step:
Time Step: b'Seconds'
Group: //Results/Unsteady/Summary
Attributes for //Results/Unsteady/Summary:
Computation Time DSS: b'00:00:00'
Computation Time Total: b'00:06:37'
Maximum WSEL Error: 0.0
Maximum number of cores: 6
Run Time Window: b'06NOV2024 14:16:15 to 06NOV2024 14:22:51'
Solution: b'Unsteady Finished Successfully'
Time Solution Went Unstable: nan
Time Stamp Solution Went Unstable: b'Not Applicable'
Group: //Results/Unsteady/Summary/Volume Accounting
Attributes for //Results/Unsteady/Summary/Volume Accounting:
Error: 0.46921461820602417
Error Percent: 0.0003311674518045038
Precipitation Excess (acre feet): 3756.872802734375
Precipitation Excess (inches): 1.707614779472351
Total Boundary Flux of Water In: 141685.0
Total Boundary Flux of Water Out: 17240.263671875
Vol Accounting in: b'Acre Feet'
Volume Ending: 124445.203125
Volume Starting: 0.0
Group: //Results/Unsteady/Summary/Volume Accounting/Volume Accounting 1D
Attributes for //Results/Unsteady/Summary/Volume Accounting/Volume Accounting 1D:
Diversions: -0.0
Flow DS Out: 0.0
Flow US In: 0.0
Groundwater: -0.0
Hydro Lat: 0.0
Hydro SA: 0.0
Precip Excess (acre feet): 0.0
Precip Excess (inches): 0.0
Reach Final 1D: 0.0
Reach Start 1D: 0.0
SA Final: 0.0
SA Starting: 0.0
Vol Accounting in: b'Acre Feet'
Group: //Results/Unsteady/Summary/Volume Accounting/Volume Accounting 2D
Attributes for //Results/Unsteady/Summary/Volume Accounting/Volume Accounting 2D:
Vol Accounting in: b'Acre Feet'
Group: //Results/Unsteady/Summary/Volume Accounting/Volume Accounting 2D/BaldEagleCr
Attributes for //Results/Unsteady/Summary/Volume Accounting/Volume Accounting 2D/BaldEagleCr:
Cum Inflow: 141685.0
Cum Outflow: 17240.263671875
Error: 0.46921461820602417
Error Percent: 0.0003311674518045038
Precip Excess (acre feet): 3756.872802734375
Precip Excess (inches): 1.707614779472351
Vol Accounting in: b'Acre Feet'
Vol Ending: 124445.203125
Vol Starting: 0.0
In [8]:
# Example: Extract runtime and compute time data
print("\nExample 2: Extracting runtime and compute time data")
runtime_df = HdfResultsPlan.get_runtime_data(hdf_input=plan_number, ras_object=bald_eagle)
if runtime_df is not None:
display(runtime_df)
else:
print("No runtime data found.")
2024-11-06 16:14:26,094 - ras_commander.HdfResultsPlan - INFO - Using HDF file: c:\GH\ras-commander\examples\example_projects\BaldEagleCrkMulti2D\BaldEagleDamBrk.p06.hdf 2024-11-06 16:14:26,095 - ras_commander.HdfResultsPlan - INFO - Extracting Plan Information from: BaldEagleDamBrk.p06.hdf 2024-11-06 16:14:26,096 - ras_commander.HdfResultsPlan - INFO - Plan Name: Gridded Precip - Infiltration 2024-11-06 16:14:26,098 - ras_commander.HdfResultsPlan - INFO - Simulation Start Time: 09Sep2018 00:00:00 2024-11-06 16:14:26,099 - ras_commander.HdfResultsPlan - INFO - Simulation End Time: 14Sep2018 00:00:00 2024-11-06 16:14:26,100 - ras_commander.HdfResultsPlan - INFO - Simulation Duration (hours): 120.0
Example 2: Extracting runtime and compute time data
| Plan Name | File Name | Simulation Start Time | Simulation End Time | Simulation Duration (s) | Simulation Time (hr) | Completing Geometry (hr) | Preprocessing Geometry (hr) | Completing Event Conditions (hr) | Unsteady Flow Computations (hr) | Complete Process (hr) | Unsteady Flow Speed (hr/hr) | Complete Process Speed (hr/hr) | |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 0 | Gridded Precip - Infiltration | BaldEagleDamBrk.p06.hdf | 09Sep2018 00:00:00 | 14Sep2018 00:00:00 | 432000.0 | 120.0 | N/A | 0.000156 | N/A | 0.111089 | 0.12043 | 1080.210641 | 996.431759 |
runtime_df example output:
| Plan Name | File Name | Simulation Start Time | Simulation End Time | Simulation Duration (s) | Simulation Time (hr) | Completing Geometry (hr) | Preprocessing Geometry (hr) | Completing Event Conditions (hr) | Unsteady Flow Computations (hr) | Complete Process (hr) | Unsteady Flow Speed (hr/hr) | Complete Process Speed (hr/hr) |
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| Gridded Precip - Infiltration | BaldEagleDamBrk.p06.hdf | 09Sep2018 00:00:00 | 14Sep2018 00:00:00 | 432000.0 | 120.0 | N/A | 0.000113 | N/A | 0.074436 | 0.080951 | 1612.126776 | 1482.386368 |
Table of all the functions in the RasGeomHdf class from the ras_commander/RasGeomHdf.py file:
| Function Name | Description |
|---|---|
| projection | Returns the projection of the RAS geometry as a pyproj.CRS object |
| get_geom_attrs | Returns base geometry attributes from a HEC-RAS HDF file |
| mesh_area_names | Returns a list of the 2D mesh area names of the RAS geometry | | get_geom_2d_flow_area_attrs | Returns geometry 2d flow area attributes from a HEC-RAS HDF file | | mesh_areas | Returns 2D flow area perimeter polygons | | mesh_cell_polygons | Returns 2D flow mesh cell polygons | | mesh_cell_points | Returns 2D flow mesh cell points | | mesh_cell_faces | Returns 2D flow mesh cell faces |
| get_geom_structures_attrs | Returns geometry structures attributes from a HEC-RAS HDF file |
| bc_lines | Returns 2D mesh area boundary condition lines | | breaklines | Returns 2D mesh area breaklines |
| refinement_regions | Returns 2D mesh area refinement regions | | structures | Returns the model structures | | reference_lines_names | Returns reference line names | | reference_points_names | Returns reference point names | | reference_lines | Returns the reference lines geometry and attributes | | reference_points | Returns the reference points geometry and attributes | | cross_sections | Returns the model 1D cross sections | | river_reaches | Returns the model 1D river reach lines | | cross_sections_elevations | Returns the model cross section elevation information |
In [9]:
# For all of the RasGeomHdf Class Functions, we will use geom_hdf_path
print(geom_hdf_path)
# For the example project, plan 06 is associated with geometry 09
# If you want to call the geometry by number, call RasHdfGeom functions with a number
# Otherwise, if you want to look up geometry hdf path by plan number, follow the logic in the previous code cells
c:\GH\ras-commander\examples\example_projects\BaldEagleCrkMulti2D\BaldEagleDamBrk.g09.hdf
In [10]:
# Use HdfUtils for extracting projection
print("\nExtracting Projection from HDF")
projection = HdfBase.get_projection(hdf_path=geom_hdf_path)
if projection:
print(f"Projection: {projection}")
else:
print("No projection information found.")
2024-11-06 16:14:26,165 - ras_commander.HdfBase - INFO - Using HDF file: c:\GH\ras-commander\examples\example_projects\BaldEagleCrkMulti2D\BaldEagleDamBrk.g09.hdf
Extracting Projection from HDF Projection: PROJCS["NAD_1983_StatePlane_Pennsylvania_North_FIPS_3701_Feet",GEOGCS["GCS_North_American_1983",DATUM["D_North_American_1983",SPHEROID["GRS_1980",6378137.0,298.257222101]],PRIMEM["Greenwich",0.0],UNIT["Degree",0.0174532925199433]],PROJECTION["Lambert_Conformal_Conic"],PARAMETER["False_Easting",1968500.0],PARAMETER["False_Northing",0.0],PARAMETER["Central_Meridian",-77.75],PARAMETER["Standard_Parallel_1",40.88333333333333],PARAMETER["Standard_Parallel_2",41.95],PARAMETER["Latitude_Of_Origin",40.16666666666666],UNIT["Foot_US",0.3048006096012192]]
In [11]:
# Use HdfPlan for geometry-related operations
print("\nExample: Extracting Geometry Information")
geom_attrs = HdfPlan.get_geometry_information(geom_hdf_path)
display(geom_attrs)
2024-11-06 16:14:26,186 - ras_commander.HdfPlan - INFO - Calling get_geometry_information 2024-11-06 16:14:26,188 - ras_commander.HdfPlan - INFO - Using HDF file: c:\GH\ras-commander\examples\example_projects\BaldEagleCrkMulti2D\BaldEagleDamBrk.g09.hdf 2024-11-06 16:14:26,196 - ras_commander.HdfPlan - INFO - Finished get_geometry_information
Example: Extracting Geometry Information Getting geometry attributes from c:\GH\ras-commander\examples\example_projects\BaldEagleCrkMulti2D\BaldEagleDamBrk.g09.hdf Checking for Geometry group in c:\GH\ras-commander\examples\example_projects\BaldEagleCrkMulti2D\BaldEagleDamBrk.g09.hdf Getting root level geometry attributes Successfully extracted root level geometry attributes
| Value | |
|---|---|
| Complete Geometry | True |
| Extents | [1960041.35636708, 2092643.59732271, 285497.89... |
| Geometry Time | 2024-11-06 14:15:29 |
| Infiltration Date Last Modified | 2022-03-11 13:52:44 |
| Infiltration File Date | 2020-11-24 13:24:58 |
| Infiltration Filename | .\Soils Data\Infiltration.hdf |
| Infiltration Layername | Infiltration |
| Land Cover Date Last Modified | 2022-03-11 13:45:08 |
| Land Cover File Date | 2022-03-11 13:45:08 |
| Land Cover Filename | .\Land Classification\LandCover.hdf |
| Land Cover Layername | LandCover |
| Percent Impervious Date Last Modified | 2022-03-11 13:45:08 |
| Percent Impervious File Date | 2022-03-11 13:45:08 |
| Percent Impervious Filename | .\Land Classification\LandCover.hdf |
| Percent Impervious Layername | LandCover |
| SI Units | False |
| Terrain File Date | 2015-02-09 08:26:58 |
| Terrain Filename | .\Terrain\Terrain50.hdf |
| Terrain Layername | Terrain50 |
| Title | Single 2D Area - Internal Dam Structure |
| Version | 1.0.20 (20Sep2024) |
geom_attrs output:
| Complete Geometry | Extents | Geometry Time | Infiltration Date Last Modified | Infiltration File Date | Infiltration Filename | Infiltration Layername | Land Cover Date Last Modified | Land Cover File Date | Land Cover Filename | ... | Percent Impervious Date Last Modified | Percent Impervious File Date | Percent Impervious Filename | Percent Impervious Layername | SI Units | Terrain File Date | Terrain Filename | Terrain Layername | Title | Version | |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 0 | True | [1960041.35636708, 2092643.59732271, 285497.89...] | 27Oct2024 20:09:19 | 11MAR2022 13:52:44 | 24NOV2020 13:24:58 | .\Soils Data\Infiltration.hdf | Infiltration | 11MAR2022 13:45:08 | 11MAR2022 13:45:08 | .\Land Classification\LandCover.hdf | ... | 11MAR2022 13:45:08 | 11MAR2022 13:45:08 | .\Land Classification\LandCover.hdf | LandCover | False | 09FEB2015 08:26:58 | .\Terrain\Terrain50.hdf | Terrain50 | Single 2D Area - Internal Dam Structure | 1.0.20 (20Sep2024) |
In [12]:
# Use HdfMesh for geometry-related operations
print("\nExample 3: Listing 2D Flow Area Names")
flow_area_names = HdfMesh.get_mesh_area_names(geom_hdf_path)
print("2D Flow Area Name (returned as list):\n", flow_area_names)
# Note: this is returned as a list because it is used internally by other functions.
2024-11-06 16:14:26,221 - ras_commander.HdfMesh - INFO - Using HDF file: c:\GH\ras-commander\examples\example_projects\BaldEagleCrkMulti2D\BaldEagleDamBrk.g09.hdf
Example 3: Listing 2D Flow Area Names 2D Flow Area Name (returned as list): ['BaldEagleCr']
In [13]:
# Example: Get 2D Flow Area Attributes (get_mesh_area_attributes)
print("\nExample: Extracting 2D Flow Area Attributes")
flow_area_attributes = HdfMesh.get_mesh_area_attributes(geom_hdf_path)
display(flow_area_attributes)
2024-11-06 16:14:26,237 - ras_commander.HdfMesh - INFO - Using HDF file: c:\GH\ras-commander\examples\example_projects\BaldEagleCrkMulti2D\BaldEagleDamBrk.g09.hdf
Example: Extracting 2D Flow Area Attributes
| Value | |
|---|---|
| Name | b'BaldEagleCr' |
| Locked | 0 |
| Mann | 0.04 |
| Multiple Face Mann n | 0 |
| Composite LC | 0 |
| Cell Vol Tol | 0.01 |
| Cell Min Area Fraction | 0.01 |
| Face Profile Tol | 0.01 |
| Face Area Tol | 0.01 |
| Face Conv Ratio | 0.02 |
| Laminar Depth | 0.2 |
| Min Face Length Ratio | 0.05 |
| Spacing dx | 250.0 |
| Spacing dy | 250.0 |
| Shift dx | NaN |
| Shift dy | NaN |
| Cell Count | 18066 |
flow_area_df:
Value | Name | b'BaldEagleCr' | |-----------------------------|-----------------| | Locked | 0 | | Mann | 0.04 | | Multiple Face Mann n | 0 | | Composite LC | 0 | | Cell Vol Tol | 0.01 | | Cell Min Area Fraction | 0.01 | | Face Profile Tol | 0.01 | | Face Area Tol | 0.01 | | Face Conv Ratio | 0.02 | | Laminar Depth | 0.2 | | Min Face Length Ratio | 0.05 | | Spacing dx | 250.0 | | Spacing dy | 250.0 | | Shift dx | NaN | | Shift dy | NaN | | Cell Count | 18066 |
In [14]:
# Example: Get 2D Flow Area Perimeter Polygons (get_mesh_areas)
print("\nExample: Extracting 2D Flow Area Perimeter Polygons")
mesh_areas = HdfMesh.get_mesh_areas(geom_hdf_path, ras_object=bald_eagle)
# Plot the 2D Flow Area Perimeter Polygons
import matplotlib.pyplot as plt
fig, ax = plt.subplots(figsize=(12, 8))
mesh_areas.plot(ax=ax, edgecolor='black', facecolor='none')
# Add labels for each polygon
for idx, row in mesh_areas.iterrows():
centroid = row.geometry.centroid
# Check if 'Name' column exists, otherwise use a default label
label = row.get('Name', f'Area {idx}')
ax.annotate(label, (centroid.x, centroid.y), ha='center', va='center')
plt.title('2D Flow Area Perimeter Polygons')
plt.xlabel('Easting')
plt.ylabel('Northing')
plt.tight_layout()
plt.show()
2024-11-06 16:14:26,266 - ras_commander.HdfMesh - INFO - Using HDF file: c:\GH\ras-commander\examples\example_projects\BaldEagleCrkMulti2D\BaldEagleDamBrk.g09.hdf 2024-11-06 16:14:26,267 - ras_commander.HdfMesh - INFO - Using existing HDF file: c:\GH\ras-commander\examples\example_projects\BaldEagleCrkMulti2D\BaldEagleDamBrk.g09.hdf 2024-11-06 16:14:26,271 - ras_commander.HdfBase - INFO - Using HDF file: c:\GH\ras-commander\examples\example_projects\BaldEagleCrkMulti2D\BaldEagleDamBrk.g09.hdf
Example: Extracting 2D Flow Area Perimeter Polygons
In [15]:
# Example: Extract mesh cell faces
print("\nExample: Extracting mesh cell faces")
# Get mesh cell faces
mesh_cell_faces = HdfMesh.get_mesh_cell_faces(geom_hdf_path, ras_object=bald_eagle)
# Display the first few rows of the mesh cell faces DataFrame
print("First few rows of mesh cell faces:")
display(mesh_cell_faces.head())
2024-11-06 16:14:26,653 - ras_commander.HdfMesh - INFO - Using HDF file: c:\GH\ras-commander\examples\example_projects\BaldEagleCrkMulti2D\BaldEagleDamBrk.g09.hdf 2024-11-06 16:14:26,655 - ras_commander.HdfMesh - INFO - Using existing HDF file: c:\GH\ras-commander\examples\example_projects\BaldEagleCrkMulti2D\BaldEagleDamBrk.g09.hdf
Example: Extracting mesh cell faces
2024-11-06 16:14:27,526 - ras_commander.HdfBase - INFO - Using existing HDF file: c:\GH\ras-commander\examples\example_projects\BaldEagleCrkMulti2D\BaldEagleDamBrk.g09.hdf
First few rows of mesh cell faces:
| mesh_name | face_id | geometry | |
|---|---|---|---|
| 0 | BaldEagleCr | 0 | LINESTRING (2042125 351625, 2042375 351625) |
| 1 | BaldEagleCr | 1 | LINESTRING (2042375 351625, 2042375 351875) |
| 2 | BaldEagleCr | 2 | LINESTRING (2042375 351875, 2042125 351875) |
| 3 | BaldEagleCr | 3 | LINESTRING (2042125 351875, 2042125 351625) |
| 4 | BaldEagleCr | 4 | LINESTRING (2042375 351375, 2042375 351625) |
mesh_cell_faces geodataframe:
flow_area_df:
| mesh_name | face_id | geometry |
|---|---|---|
| BaldEagleCr | 0 | LINESTRING (2042125 351625, 2042375 351625) |
| BaldEagleCr | 1 | LINESTRING (2042375 351625, 2042375 351875) |
| BaldEagleCr | 2 | LINESTRING (2042375 351875, 2042125 351875) |
| BaldEagleCr | 3 | LINESTRING (2042125 351875, 2042125 351625) |
| BaldEagleCr | 4 | LINESTRING (2042375 351375, 2042375 351625) |
In [16]:
from matplotlib.collections import LineCollection
import numpy as np
# Plot the mesh cell faces more efficiently
fig, ax = plt.subplots(figsize=(12, 8))
# Convert all geometries to numpy arrays at once for faster plotting
lines = [list(zip(*line.xy)) for line in mesh_cell_faces.geometry]
lines_collection = LineCollection(lines, colors='blue', linewidth=0.5, alpha=0.5)
ax.add_collection(lines_collection)
# Set plot title and labels
plt.title('Mesh Cell Faces')
plt.xlabel('Easting')
plt.ylabel('Northing')
# Calculate centroids once and store as numpy arrays
centroids = np.array([[geom.centroid.x, geom.centroid.y] for geom in mesh_cell_faces.geometry])
# Create scatter plot with numpy arrays
scatter = ax.scatter(
centroids[:, 0],
centroids[:, 1],
c=mesh_cell_faces['face_id'],
cmap='viridis',
s=1,
alpha=0.5
)
plt.colorbar(scatter, label='Face ID')
# Set axis limits based on data bounds
ax.set_xlim(centroids[:, 0].min(), centroids[:, 0].max())
ax.set_ylim(centroids[:, 1].min(), centroids[:, 1].max())
plt.tight_layout()
plt.show()
# Calculate and display some statistics
print("\nMesh Cell Faces Statistics:")
print(f"Total number of cell faces: {len(mesh_cell_faces)}")
print(f"Number of unique meshes: {mesh_cell_faces['mesh_name'].nunique()}")
Mesh Cell Faces Statistics: Total number of cell faces: 37594 Number of unique meshes: 1
In [17]:
# Function to find the nearest cell face to a given point
def find_nearest_cell_face(point, cell_faces_df):
"""
Find the nearest cell face to a given point.
Args:
point (shapely.geometry.Point): The input point.
cell_faces_df (GeoDataFrame): DataFrame containing cell face linestrings.
Returns:
int: The face_id of the nearest cell face.
float: The distance to the nearest cell face.
"""
# Calculate distances from the input point to all cell faces
distances = cell_faces_df.geometry.distance(point)
# Find the index of the minimum distance
nearest_index = distances.idxmin()
# Get the face_id and distance of the nearest cell face
nearest_face_id = cell_faces_df.loc[nearest_index, 'face_id']
nearest_distance = distances[nearest_index]
return nearest_face_id, nearest_distance
# Example usage
print("\nExample: Finding the nearest cell face to a given point")
# Create a sample point (you can replace this with any point of interest)
from shapely.geometry import Point
from geopandas import GeoDataFrame
# Get the projection from the geometry file
# projection = HdfUtils.get_projection(hdf_path=geom_hdf_path) # This was done in a previous code cell
if projection:
print(f"Using projection: {projection}")
else:
print("No projection information found. Using default CRS.")
projection = "EPSG:4326" # Default to WGS84 if no projection is found
# Create the sample point with the correct CRS
sample_point = GeoDataFrame({'geometry': [Point(2042250, 351750)]}, crs=projection)
if not mesh_cell_faces.empty and not sample_point.empty:
# Ensure the CRS of the sample point matches the mesh_cell_faces
if sample_point.crs != mesh_cell_faces.crs:
sample_point = sample_point.to_crs(mesh_cell_faces.crs)
nearest_face_id, distance = find_nearest_cell_face(sample_point.geometry.iloc[0], mesh_cell_faces)
print(f"Nearest cell face to point {sample_point.geometry.iloc[0].coords[0]}:")
print(f"Face ID: {nearest_face_id}")
print(f"Distance: {distance:.2f} units")
# Visualize the result
fig, ax = plt.subplots(figsize=(12, 8))
# Plot all cell faces
mesh_cell_faces.plot(ax=ax, color='blue', linewidth=0.5, alpha=0.5, label='Cell Faces')
# Plot the sample point
sample_point.plot(ax=ax, color='red', markersize=100, alpha=0.7, label='Sample Point')
# Plot the nearest cell face
nearest_face = mesh_cell_faces[mesh_cell_faces['face_id'] == nearest_face_id]
nearest_face.plot(ax=ax, color='green', linewidth=2, alpha=0.7, label='Nearest Face')
# Set labels and title
ax.set_xlabel('X Coordinate')
ax.set_ylabel('Y Coordinate')
ax.set_title('Nearest Cell Face to Sample Point')
# Add legend and grid
ax.legend()
ax.grid(True)
# Adjust layout and display
plt.tight_layout()
plt.show()
else:
print("Unable to perform nearest cell face search due to missing data.")
Example: Finding the nearest cell face to a given point Using projection: PROJCS["NAD_1983_StatePlane_Pennsylvania_North_FIPS_3701_Feet",GEOGCS["GCS_North_American_1983",DATUM["D_North_American_1983",SPHEROID["GRS_1980",6378137.0,298.257222101]],PRIMEM["Greenwich",0.0],UNIT["Degree",0.0174532925199433]],PROJECTION["Lambert_Conformal_Conic"],PARAMETER["False_Easting",1968500.0],PARAMETER["False_Northing",0.0],PARAMETER["Central_Meridian",-77.75],PARAMETER["Standard_Parallel_1",40.88333333333333],PARAMETER["Standard_Parallel_2",41.95],PARAMETER["Latitude_Of_Origin",40.16666666666666],UNIT["Foot_US",0.3048006096012192]] Nearest cell face to point (2042250.0, 351750.0): Face ID: 0 Distance: 125.00 units
In [18]:
# Example: Extract Cell Polygons
print("\nExample 6: Extracting Cell Polygons")
cell_polygons_df = HdfMesh.get_mesh_cell_polygons(geom_hdf_path, ras_object=bald_eagle)
2024-11-06 16:14:34,819 - ras_commander.HdfMesh - INFO - Using HDF file: c:\GH\ras-commander\examples\example_projects\BaldEagleCrkMulti2D\BaldEagleDamBrk.g09.hdf 2024-11-06 16:14:34,821 - ras_commander.HdfMesh - INFO - Using existing HDF file: c:\GH\ras-commander\examples\example_projects\BaldEagleCrkMulti2D\BaldEagleDamBrk.g09.hdf 2024-11-06 16:14:34,826 - ras_commander.HdfMesh - INFO - Using existing HDF file: c:\GH\ras-commander\examples\example_projects\BaldEagleCrkMulti2D\BaldEagleDamBrk.g09.hdf 2024-11-06 16:14:34,828 - ras_commander.HdfMesh - INFO - Using existing HDF file: c:\GH\ras-commander\examples\example_projects\BaldEagleCrkMulti2D\BaldEagleDamBrk.g09.hdf
Example 6: Extracting Cell Polygons
2024-11-06 16:14:36,350 - ras_commander.HdfBase - INFO - Using existing HDF file: c:\GH\ras-commander\examples\example_projects\BaldEagleCrkMulti2D\BaldEagleDamBrk.g09.hdf 2024-11-06 16:14:40,056 - ras_commander.HdfBase - INFO - Using HDF file: c:\GH\ras-commander\examples\example_projects\BaldEagleCrkMulti2D\BaldEagleDamBrk.g09.hdf
cell_polygons_df:
| mesh_name | cell_id | geometry |
|---|---|---|
| BaldEagleCr | 0 | POLYGON ((2082875 370625, 2082723.922 370776.0... |
| BaldEagleCr | 1 | POLYGON ((2083125 370625, 2083125 370844.185, ... |
| BaldEagleCr | 2 | POLYGON ((2083375 370625, 2083375 370886.638, ... |
| BaldEagleCr | 3 | POLYGON ((2083625 370625, 2083625 370925.693, ... |
| BaldEagleCr | 4 | POLYGON ((2083875 370625, 2083875 370958.588, ... |
In [19]:
# Plot Cell Polygons
if not cell_polygons_df.empty:
display(cell_polygons_df.head())
else:
print("No Cell Polygons found.")
# Plot cell polygons
if not cell_polygons_df.empty:
fig, ax = plt.subplots(figsize=(12, 8))
# Plot cell polygons
cell_polygons_df.plot(ax=ax, edgecolor='blue', facecolor='none')
# Set labels and title
ax.set_xlabel('X Coordinate')
ax.set_ylabel('Y Coordinate')
ax.set_title('2D Flow Area Cell Polygons')
# Add grid
ax.grid(True)
# Adjust layout and display
plt.tight_layout()
plt.show()
else:
print("No cell polygon data available for plotting.")
| mesh_name | cell_id | geometry | |
|---|---|---|---|
| 0 | BaldEagleCr | 0 | POLYGON ((2082875 370625, 2082723.922 370776.0... |
| 1 | BaldEagleCr | 1 | POLYGON ((2083125 370625, 2083125 370844.185, ... |
| 2 | BaldEagleCr | 2 | POLYGON ((2083375 370625, 2083375 370886.638, ... |
| 3 | BaldEagleCr | 3 | POLYGON ((2083625 370625, 2083625 370925.693, ... |
| 4 | BaldEagleCr | 4 | POLYGON ((2083875 370625, 2083875 370958.588, ... |
In [20]:
# Extract Cell Info
print("\nExample 5: Extracting Cell Info")
cell_info_df = HdfMesh.get_mesh_cell_points(geom_hdf_path, ras_object=bald_eagle)
2024-11-06 16:14:44,703 - ras_commander.HdfMesh - INFO - Using HDF file: c:\GH\ras-commander\examples\example_projects\BaldEagleCrkMulti2D\BaldEagleDamBrk.g09.hdf 2024-11-06 16:14:44,705 - ras_commander.HdfMesh - INFO - Using existing HDF file: c:\GH\ras-commander\examples\example_projects\BaldEagleCrkMulti2D\BaldEagleDamBrk.g09.hdf
Example 5: Extracting Cell Info
2024-11-06 16:14:44,977 - ras_commander.HdfBase - INFO - Using existing HDF file: c:\GH\ras-commander\examples\example_projects\BaldEagleCrkMulti2D\BaldEagleDamBrk.g09.hdf
cell_info_df:
| mesh_name | cell_id | geometry |
|---|---|---|
| BaldEagleCr | 0 | POINT (2083000 370750) |
| BaldEagleCr | 1 | POINT (2083250 370750) |
| BaldEagleCr | 2 | POINT (2083500 370750) |
| BaldEagleCr | 3 | POINT (2083750 370750) |
| BaldEagleCr | 4 | POINT (2084000 370750) |
In [21]:
# Plot Cell Info
if not cell_info_df.empty:
display(cell_info_df.head())
else:
print("No Cell Info found.")
# Plot cell centers
import matplotlib.pyplot as plt
if not cell_info_df.empty:
fig, ax = plt.subplots(figsize=(12, 8))
# Plot cell centers
cell_info_df.plot(ax=ax, color='red', markersize=5)
# Set labels and title
ax.set_xlabel('X Coordinate')
ax.set_ylabel('Y Coordinate')
ax.set_title('2D Flow Area Cell Centers')
# Add grid
ax.grid(True)
# Adjust layout and display
plt.tight_layout()
plt.show()
else:
print("No cell data available for plotting.")
| mesh_name | cell_id | geometry | |
|---|---|---|---|
| 0 | BaldEagleCr | 0 | POINT (2083000 370750) |
| 1 | BaldEagleCr | 1 | POINT (2083250 370750) |
| 2 | BaldEagleCr | 2 | POINT (2083500 370750) |
| 3 | BaldEagleCr | 3 | POINT (2083750 370750) |
| 4 | BaldEagleCr | 4 | POINT (2084000 370750) |
In [22]:
# Function to find the nearest cell center to a given point
def find_nearest_cell(point, cell_centers_df):
"""
Find the nearest cell center to a given point.
Args:
point (shapely.geometry.Point): The input point.
cell_centers_df (GeoDataFrame): DataFrame containing cell center points.
Returns:
int: The cell_id of the nearest cell.
float: The distance to the nearest cell center.
"""
# Calculate distances from the input point to all cell centers
distances = cell_centers_df.geometry.distance(point)
# Find the index of the minimum distance
nearest_index = distances.idxmin()
# Get the cell_id and distance of the nearest cell
nearest_cell_id = cell_centers_df.loc[nearest_index, 'cell_id']
nearest_distance = distances[nearest_index]
return nearest_cell_id, nearest_distance
# Example usage
print("\nExample: Finding the nearest cell to a given point")
# Create a sample point (you can replace this with any point of interest)
from shapely.geometry import Point
from geopandas import GeoDataFrame
# Get the projection from the geometry file
# projection = HdfUtils.get_projection(hdf_path=geom_hdf_path) # This was done in a previous code cell
if projection:
print(f"Using projection: {projection}")
else:
print("No projection information found. Using default CRS.")
projection = "EPSG:4326" # Default to WGS84 if no projection is found
# Create the sample point with the correct CRS
sample_point = GeoDataFrame({'geometry': [Point(2083500, 370800)]}, crs=projection)
if not cell_info_df.empty and not sample_point.empty:
# Ensure the CRS of the sample point matches the cell_info_df
if sample_point.crs != cell_info_df.crs:
sample_point = sample_point.to_crs(cell_info_df.crs)
nearest_cell_id, distance = find_nearest_cell(sample_point.geometry.iloc[0], cell_info_df)
print(f"Nearest cell to point {sample_point.geometry.iloc[0].coords[0]}:")
print(f"Cell ID: {nearest_cell_id}")
print(f"Distance: {distance:.2f} units")
# Visualize the result
fig, ax = plt.subplots(figsize=(12, 8))
# Plot all cell centers
cell_info_df.plot(ax=ax, color='blue', markersize=5, alpha=0.5, label='Cell Centers')
# Plot the sample point
sample_point.plot(ax=ax, color='red', markersize=100, alpha=0.7, label='Sample Point')
# Plot the nearest cell center
nearest_cell = cell_info_df[cell_info_df['cell_id'] == nearest_cell_id]
nearest_cell.plot(ax=ax, color='green', markersize=100, alpha=0.7, label='Nearest Cell')
# Set labels and title
ax.set_xlabel('X Coordinate')
ax.set_ylabel('Y Coordinate')
ax.set_title('Nearest Cell to Sample Point')
# Add legend and grid
ax.legend()
ax.grid(True)
# Adjust layout and display
plt.tight_layout()
plt.show()
else:
print("Unable to perform nearest cell search due to missing data.")
Example: Finding the nearest cell to a given point Using projection: PROJCS["NAD_1983_StatePlane_Pennsylvania_North_FIPS_3701_Feet",GEOGCS["GCS_North_American_1983",DATUM["D_North_American_1983",SPHEROID["GRS_1980",6378137.0,298.257222101]],PRIMEM["Greenwich",0.0],UNIT["Degree",0.0174532925199433]],PROJECTION["Lambert_Conformal_Conic"],PARAMETER["False_Easting",1968500.0],PARAMETER["False_Northing",0.0],PARAMETER["Central_Meridian",-77.75],PARAMETER["Standard_Parallel_1",40.88333333333333],PARAMETER["Standard_Parallel_2",41.95],PARAMETER["Latitude_Of_Origin",40.16666666666666],UNIT["Foot_US",0.3048006096012192]] Nearest cell to point (2083500.0, 370800.0): Cell ID: 2 Distance: 50.00 units
In [23]:
# Get geometry structures attributes
print("\nGetting geometry structures attributes")
geom_structures_attrs = HdfStruc.get_geom_structures_attrs(geom_hdf_path, ras_object=bald_eagle)
if geom_structures_attrs:
print("Geometry structures attributes:")
for key, value in geom_structures_attrs.items():
print(f"{key}: {value}")
else:
print("No geometry structures attributes found.")
2024-11-06 16:14:48,478 - ras_commander.HdfStruc - INFO - Calling get_geom_structures_attrs 2024-11-06 16:14:48,479 - ras_commander.HdfStruc - INFO - Using HDF file: c:\GH\ras-commander\examples\example_projects\BaldEagleCrkMulti2D\BaldEagleDamBrk.g09.hdf 2024-11-06 16:14:48,481 - ras_commander.HdfStruc - ERROR - Error reading geometry structures attributes: type object 'HdfUtils' has no attribute 'hdf5_attrs_to_dict' 2024-11-06 16:14:48,482 - ras_commander.HdfStruc - INFO - Finished get_geom_structures_attrs
Getting geometry structures attributes No geometry structures attributes found.
In [24]:
# TODO: Paths and Functions for each type of structure:
# Getting geometry structures attributes
# Geometry structures attributes:
# Bridge/Culvert Count: 0
# Connection Count: 4
# Has Bridge Opening (2D): 0
# Inline Structure Count: 0
# Lateral Structure Count: 0
In [25]:
# Example: Extract Boundary Condition Lines and Plot with 2D Flow Area Perimeter Polygons
print("\nExample 7: Extracting Boundary Condition Lines and Plotting with 2D Flow Area Perimeter Polygons")
bc_lines_df = HdfBndry.get_bc_lines(geom_hdf_path, ras_object=bald_eagle)
if not bc_lines_df.empty:
display(bc_lines_df.head())
else:
print("No Boundary Condition Lines found.")
2024-11-06 16:14:48,504 - ras_commander.HdfBndry - INFO - Using HDF file: c:\GH\ras-commander\examples\example_projects\BaldEagleCrkMulti2D\BaldEagleDamBrk.g09.hdf 2024-11-06 16:14:48,506 - ras_commander.HdfBndry - ERROR - Error reading boundary condition lines: type object 'HdfUtils' has no attribute 'get_polylines_from_parts'
Example 7: Extracting Boundary Condition Lines and Plotting with 2D Flow Area Perimeter Polygons No Boundary Condition Lines found.
| bc_line_id | name | mesh_name | type | geometry |
|---|---|---|---|---|
| 0 | DSNormalDepth | BaldEagleCr | External | LINESTRING (2082004.235 364024.82, 2083193.546...) |
| 1 | DS2NormalD | BaldEagleCr | External | LINESTRING (2084425.804 365392.892, 2084354.64...) |
| 2 | Upstream Inflow | BaldEagleCr | External | LINESTRING (1967473.737 290973.629, 1969582.89...) |
In [26]:
# Plot Boundary Condition Lines with Perimeter
# Plot if data exists
if not bc_lines_df.empty or not mesh_areas.empty:
fig, ax = plt.subplots(figsize=(12, 8))
# Plot 2D Flow Area Perimeter Polygons
if not mesh_areas.empty:
mesh_areas.plot(ax=ax, edgecolor='black', facecolor='none', alpha=0.7, label='2D Flow Area')
# Add labels for each polygon
for idx, row in mesh_areas.iterrows():
centroid = row.geometry.centroid
label = row.get('Name', f'Area {idx}')
ax.annotate(label, (centroid.x, centroid.y), ha='center', va='center')
# Plot boundary condition lines
if not bc_lines_df.empty:
bc_lines_df.plot(ax=ax, color='red', linewidth=2, label='Boundary Condition Lines')
# Set labels and title
ax.set_xlabel('Easting')
ax.set_ylabel('Northing')
ax.set_title('2D Flow Area Perimeter Polygons and Boundary Condition Lines')
# Add grid and legend
ax.grid(True)
ax.legend()
# Adjust layout and display
plt.tight_layout()
plt.show()
else:
print("No data available for plotting.")
C:\Users\billk\AppData\Local\Temp\ipykernel_36876\1355808240.py:27: UserWarning: Legend does not support handles for PatchCollection instances. See: https://matplotlib.org/stable/tutorials/intermediate/legend_guide.html#implementing-a-custom-legend-handler ax.legend() C:\Users\billk\AppData\Local\Temp\ipykernel_36876\1355808240.py:27: UserWarning: No artists with labels found to put in legend. Note that artists whose label start with an underscore are ignored when legend() is called with no argument. ax.legend()
In [27]:
# Example: Extract Breaklines and Plot with 2D Flow Area Perimeter Polygons
print("\nExample 8: Extracting Breaklines and Plotting with 2D Flow Area Perimeter Polygons")
breaklines_gdf = HdfBndry.get_breaklines(geom_hdf_path, ras_object=bald_eagle)
if not breaklines_gdf.empty:
display(breaklines_gdf.head())
else:
print("No Breaklines found.")
2024-11-06 16:14:48,956 - ras_commander.HdfBndry - INFO - Using HDF file: c:\GH\ras-commander\examples\example_projects\BaldEagleCrkMulti2D\BaldEagleDamBrk.g09.hdf 2024-11-06 16:14:48,960 - ras_commander.HdfBndry - ERROR - Error reading breaklines: type object 'HdfUtils' has no attribute 'get_polylines_from_parts'
Example 8: Extracting Breaklines and Plotting with 2D Flow Area Perimeter Polygons No Breaklines found.
breaklines_gdf:
| bl_id | Name | geometry |
|---|---|---|
| 0 | SayersDam | LINESTRING (2002361.246 323707.927, 2002741.35...) |
| 1 | Lower | LINESTRING (2060356.422 351786.819, 2060316.47...) |
| 2 | Middle | LINESTRING (2052757.788 348470.547, 2052785.84...) |
| 3 | Upper | LINESTRING (2045597.199 348412.994, 2045638.91...) |
In [28]:
# Plot breaklines and 2D Flow Area Perimeter Polygons if they exist
if not breaklines_gdf.empty or not mesh_areas.empty:
fig, ax = plt.subplots(figsize=(12, 8))
# Plot 2D Flow Area Perimeter Polygons
if not mesh_areas.empty:
mesh_areas.plot(ax=ax, edgecolor='black', facecolor='none', alpha=0.7, label='2D Flow Area')
# Add labels for each polygon
for idx, row in mesh_areas.iterrows():
centroid = row.geometry.centroid
label = row.get('Name', f'Area {idx}')
ax.annotate(label, (centroid.x, centroid.y), ha='center', va='center')
# Plot breaklines
if not breaklines_gdf.empty:
breaklines_gdf.plot(ax=ax, color='blue', linewidth=2, label='Breaklines')
# Set labels and title
ax.set_xlabel('Easting')
ax.set_ylabel('Northing')
ax.set_title('2D Flow Area Perimeter Polygons and Breaklines')
# Add grid and legend
ax.grid(True)
ax.legend()
# Adjust layout and display
plt.tight_layout()
plt.show()
else:
print("No data available for plotting.")
C:\Users\billk\AppData\Local\Temp\ipykernel_36876\3836499436.py:26: UserWarning: Legend does not support handles for PatchCollection instances. See: https://matplotlib.org/stable/tutorials/intermediate/legend_guide.html#implementing-a-custom-legend-handler ax.legend() C:\Users\billk\AppData\Local\Temp\ipykernel_36876\3836499436.py:26: UserWarning: No artists with labels found to put in legend. Note that artists whose label start with an underscore are ignored when legend() is called with no argument. ax.legend()
In [29]:
# INSTEAD OF hdf_input, USE plan_hdf_path or geom_hdf_path as appropriate
In [30]:
# Example: Get structures
structures_gdf = HdfStruc.get_structures(geom_hdf_path, ras_object=bald_eagle)
print("Structures:")
if not structures_gdf.empty:
display(structures_gdf.head())
else:
print("No structures found in the geometry file.")
2024-11-06 16:14:49,370 - ras_commander.HdfStruc - INFO - Calling get_structures 2024-11-06 16:14:49,372 - ras_commander.HdfStruc - INFO - Using HDF file: c:\GH\ras-commander\examples\example_projects\BaldEagleCrkMulti2D\BaldEagleDamBrk.g09.hdf 2024-11-06 16:14:49,374 - ras_commander.HdfBase - ERROR - Error getting attributes from Geometry/Structures: type object 'HdfUtils' has no attribute 'hdf5_attrs_to_dict' 2024-11-06 16:14:49,400 - ras_commander.HdfBase - INFO - Using existing HDF file: c:\GH\ras-commander\examples\example_projects\BaldEagleCrkMulti2D\BaldEagleDamBrk.g09.hdf 2024-11-06 16:14:49,462 - ras_commander.HdfStruc - INFO - Successfully extracted structures GeoDataFrame. 2024-11-06 16:14:49,463 - ras_commander.HdfStruc - INFO - Successfully extracted structures GeoDataFrame with attributes. 2024-11-06 16:14:49,464 - ras_commander.HdfStruc - INFO - Finished get_structures
Structures:
| Type | Mode | River | Reach | RS | Connection | Groupname | US Type | US River | US Reach | ... | US XS Mann (Count) | US BR Mann (Index) | US BR Mann (Count) | DS XS Mann (Index) | DS XS Mann (Count) | DS BR Mann (Index) | DS BR Mann (Count) | RC (Index) | RC (Count) | Profile_Data | |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 0 | Connection | Weir/Gate/Culverts | Sayers Dam | BaldEagleCr, Sayers Dam | 2D | ... | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | [{'Station': 0.0, 'Elevation': 683.0}, {'Stati... |
1 rows × 162 columns
structures_gdf:
| Type | Mode | River | Reach | RS | Connection | Groupname | US Type | US River | US Reach | ... | US XS Mann (Count) | US BR Mann (Index) | US BR Mann (Count) | DS XS Mann (Index) | DS XS Mann (Count) | DS BR Mann (Index) | DS BR Mann (Count) | RC (Index) | RC (Count) | Profile_Data |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| Connection | Weir/Gate/Culverts | Sayers Dam | BaldEagleCr, Sayers Dam | 2D | ... | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | [{'Station': 0.0, 'Elevation': 683.0}, {'Stati... |
In [31]:
# Example: Get boundary condition lines
ref_lines_gdf = HdfBndry.get_bc_lines(geom_hdf_path)
print("\nBoundary Condition Lines:")
if not ref_lines_gdf.empty:
display(ref_lines_gdf.head())
else:
print("No boundary condition lines found in the geometry file.")
2024-11-06 16:14:49,495 - ras_commander.HdfBndry - INFO - Using HDF file: c:\GH\ras-commander\examples\example_projects\BaldEagleCrkMulti2D\BaldEagleDamBrk.g09.hdf 2024-11-06 16:14:49,499 - ras_commander.HdfBndry - ERROR - Error reading boundary condition lines: type object 'HdfUtils' has no attribute 'get_polylines_from_parts'
Boundary Condition Lines: No boundary condition lines found in the geometry file.
In [32]:
# Example: Get reference points
ref_points_gdf = HdfBndry.get_reference_points(geom_hdf_path)
print("\nReference Points:")
if not ref_points_gdf.empty:
display(ref_points_gdf.head())
else:
print("No reference points found in the geometry file.")
2024-11-06 16:14:49,513 - ras_commander.HdfBndry - INFO - Using HDF file: c:\GH\ras-commander\examples\example_projects\BaldEagleCrkMulti2D\BaldEagleDamBrk.g09.hdf
Reference Points: No reference points found in the geometry file.
Extract Breakline as Reference Line¶
We can't use a profile line, because the mesh orientation may be quite different than the direction of flow.
Instead, use a breakline - the one named "SayersDam" should work
We can find the information specific to faces:
Extract Composite Results for 2D at Profile Lines to simulate Reference Lines¶
In [33]:
# Example: Extract Refinement Regions
print("\nExample: Extracting Refinement Regions")
# Make sure to pass the bald_eagle object as the ras_object parameter
refinement_regions_df = HdfBndry.get_refinement_regions(geom_hdf_path, ras_object=bald_eagle)
if not refinement_regions_df.empty:
print("Refinement Regions DataFrame:")
display(refinement_regions_df.head())
# Plot refinement regions
fig, ax = plt.subplots(figsize=(12, 8))
refinement_regions_df.plot(ax=ax, column='CellSize', legend=True,
legend_kwds={'label': 'Cell Size', 'orientation': 'horizontal'},
cmap='viridis')
ax.set_title('2D Mesh Area Refinement Regions')
ax.set_xlabel('Easting')
ax.set_ylabel('Northing')
plt.tight_layout()
plt.show()
else:
print("No refinement regions found in the geometry file.")
# Example: Analyze Refinement Regions
if not refinement_regions_df.empty:
print("\nRefinement Regions Analysis:")
print(f"Total number of refinement regions: {len(refinement_regions_df)}")
print("\nCell Size Statistics:")
print(refinement_regions_df['CellSize'].describe())
# Group by Shape Type
shape_type_counts = refinement_regions_df['ShapeType'].value_counts()
print("\nRefinement Region Shape Types:")
print(shape_type_counts)
# Plot Shape Type distribution
plt.figure(figsize=(10, 6))
shape_type_counts.plot(kind='bar')
plt.title('Distribution of Refinement Region Shape Types')
plt.xlabel('Shape Type')
plt.ylabel('Count')
plt.xticks(rotation=45)
plt.tight_layout()
plt.show()
2024-11-06 16:14:49,533 - ras_commander.HdfBndry - INFO - Using HDF file: c:\GH\ras-commander\examples\example_projects\BaldEagleCrkMulti2D\BaldEagleDamBrk.g09.hdf
Example: Extracting Refinement Regions No refinement regions found in the geometry file.
In [34]:
# Extract Compute Messages as String
print("Extracting Compute Messages")
import h5py
import numpy as np
def extract_string_from_hdf(results_hdf_filename: str, hdf_path: str) -> str:
"""
Extract string from HDF object at a given path
Parameters
----------
results_hdf_filename : str
Name of the HDF file
hdf_path : str
Path of the object in the HDF file
Returns
-------
str
Extracted string from the specified HDF object
"""
with h5py.File(results_hdf_filename, 'r') as hdf_file:
try:
hdf_object = hdf_file[hdf_path]
if isinstance(hdf_object, h5py.Group):
return f"Group: {hdf_path}\nContents: {list(hdf_object.keys())}"
elif isinstance(hdf_object, h5py.Dataset):
data = hdf_object[()]
if isinstance(data, bytes):
return data.decode('utf-8')
elif isinstance(data, np.ndarray) and data.dtype.kind == 'S':
return [v.decode('utf-8') for v in data]
else:
return str(data)
else:
return f"Unsupported object type: {type(hdf_object)}"
except KeyError:
return f"Path not found: {hdf_path}"
try:
results_summary_string = extract_string_from_hdf(plan_hdf_path, '/Results/Summary/Compute Messages (text)')
print("Compute Messages:")
# Parse and print the compute messages in a more visually friendly way
messages = results_summary_string[0].split('\r\n')
for message in messages:
if message.strip(): # Skip empty lines
if ':' in message:
key, value = message.split(':', 1)
print(f"{key.strip():40} : {value.strip()}")
else:
print(f"\n{message.strip()}")
# Print computation summary in a table format
print("\nComputation Summary:")
print("-" * 50)
print(f"{'Computation Task':<30} {'Time':<20}")
print("-" * 50)
for line in messages:
if 'Computation Task' in line:
task, time = line.split('\t')
print(f"{task:<30} {time:<20}")
print("\nComputation Speed:")
print("-" * 50)
print(f"{'Task':<30} {'Simulation/Runtime':<20}")
print("-" * 50)
for line in messages:
if 'Computation Speed' in line:
task, speed = line.split('\t')
print(f"{task:<30} {speed:<20}")
except Exception as e:
print(f"Error extracting compute messages: {str(e)}")
print("\nNote: If 'Results/Summary Output' is not in the file structure, it might indicate that the simulation didn't complete successfully or the results weren't saved properly.")
Extracting Compute Messages Compute Messages: Plan : 'Gridded Precip - Infiltration' (BaldEagleDamBrk.p06) Simulation started at : 06Nov2024 02:15:38 PM Writing Plan GIS Data... Completed Writing Plan GIS Data Writing Geometry... Computing 2D Flow Area 'BaldEagleCr' tables : Property tables do not exist. 2D Flow Area 'BaldEagleCr' tables complete 23.20 sec Completed Writing Geometry Writing Event Conditions ... Processing Precipitation data... (assumes geometry data is geo-referenced) Finished Processing Precipitation data (3.555s) Completed Writing Event Condition Data Geometric Preprocessor HEC-RAS 6.6 September 2024 Finished Processing Geometry Performing Unsteady Flow Simulation HEC-RAS 6.6 September 2024 Unsteady Input Summary : 2D Unsteady Diffusion Wave Equation Set (fastest) 2D number of Solver Cores : 6 Maximum adaptive timestep = 40.0 Minimum adaptive timestep = 20.0 Initial adaptive timestep = 20.0 09SEP2018 00 : 01:20 timestep = 40 (sec) 12SEP2018 21 : 12:00 timestep = 20 (sec) Overall Volume Accounting Error in Acre Feet : 0.4692 Overall Volume Accounting Error as percentage : 0.000331 Please review "Computational Log File" output for volume accounting details Writing Results to DSS Finished Unsteady Flow Simulation 1D Post Process Skipped (simulation is all 2D) Computations Summary Computation Task Time(hh : mm:ss) Completing Geometry, Flow and Plan 33 Preprocessing Geometry <1 Unsteady Flow Computations 6 : 39 Complete Process 7 : 13 Computation Speed Simulation/Runtime Unsteady Flow Computations 1080x Complete Process 996x Computation Summary: -------------------------------------------------- Computation Task Time -------------------------------------------------- Computation Task Time(hh:mm:ss) Computation Speed: -------------------------------------------------- Task Simulation/Runtime -------------------------------------------------- Computation Speed Simulation/Runtime
In [35]:
# Advanced Compute Messages Example - TODO: Move this function into a class of the library
import pandas as pd
import re
import matplotlib.pyplot as plt
import geopandas as gpd
import logging
# Configure logging
logging.basicConfig(level=logging.INFO, format='%(asctime)s - %(name)s - %(levelname)s - %(message)s')
def parse_2d_compute_messages(compute_messages):
"""
Parse 2D compute messages to extract data lines, clean the data,
and retrieve top 20 cells with the highest error.
Parameters:
compute_messages (list or str): The raw compute messages.
Returns:
tuple: A tuple containing the parsed compute messages string and the main DataFrame.
"""
try:
# Handle both list and string inputs
if isinstance(compute_messages, list):
compute_messages = '\n'.join(compute_messages)
elif not isinstance(compute_messages, str):
logging.error(f"Unexpected type for compute_messages: {type(compute_messages)}")
return "", pd.DataFrame()
# Split the message into lines
lines = compute_messages.split('\n')
logging.info("Successfully split compute messages into lines.")
# Initialize lists to store parsed data
data_lines = []
header_lines = []
footer_lines = []
# Regular expression to match timestamp lines
timestamp_pattern = re.compile(r'^\d{2}[A-Z]{3}\d{4}\s+\d{2}:\d{2}:\d{2}')
logging.debug("Compiled timestamp regular expression.")
data_started = False
for line in lines:
stripped_line = line.strip()
if timestamp_pattern.match(stripped_line):
data_started = True
# Split the line and add to data_lines
parts = stripped_line.split()
if len(parts) >= 8: # Ensure we have all expected columns
# Combine Date and Time into 'Date and Time'
date_time = f"{parts[0]} {parts[1]}"
location = parts[2]
cell_type = f"{parts[3]} {parts[4]}"
cell_number = parts[5]
wsel = parts[6]
error = parts[7]
iterations = parts[8] if len(parts) > 8 else None
data_lines.append([date_time, location, cell_type, cell_number, wsel, error, iterations])
logging.debug(f"Parsed data line: {data_lines[-1]}")
else:
logging.warning(f"Line skipped due to insufficient parts: {stripped_line}")
elif not data_started:
header_lines.append(stripped_line)
elif data_started and not stripped_line:
data_started = False
elif not data_started:
footer_lines.append(stripped_line)
# Create DataFrame from data lines
df = pd.DataFrame(
data_lines,
columns=['Date and Time', 'Location', 'Cell Type', 'Cell Number', 'WSEL', 'ERROR', 'ITERATIONS']
)
logging.info("Created DataFrame from parsed data lines.")
# Clean and convert columns to appropriate types
df['Cell Number'] = (
pd.to_numeric(df['Cell Number'].replace('#', pd.NA), errors='coerce')
.fillna(-1)
.astype('Int64')
)
df['WSEL'] = pd.to_numeric(df['WSEL'], errors='coerce')
df['ERROR'] = pd.to_numeric(df['ERROR'], errors='coerce')
df['ITERATIONS'] = pd.to_numeric(df['ITERATIONS'], errors='coerce').astype('Int64')
logging.info("Converted DataFrame columns to appropriate types.")
# Get top 20 cells with highest error
top_20_cells = (
df.sort_values('ERROR', ascending=False)
.drop_duplicates('Cell Number')
.head(20)
)
# Construct the reordered message
reordered_message = '\n'.join(header_lines +
['\nTop 20 Cells with Highest Error:'] +
[' '.join(map(str, row)) for row in top_20_cells.values] +
['\n'] + footer_lines)
logging.info("Reordered compute messages.")
return reordered_message, df
except Exception as e:
logging.error(f"Error parsing compute messages: {e}")
return "", pd.DataFrame()
# Use the function to parse compute messages
parsed_messages, df = parse_2d_compute_messages(results_summary_string)
print(parsed_messages)
print(df)
# Get top 20 cells with highest error
if not df.empty and 'ERROR' in df.columns:
top_20_cells = (
df.sort_values('ERROR', ascending=False)
.drop_duplicates('Cell Number')
.head(20)
)
else:
logging.warning("Unable to get top 20 cells with highest error. DataFrame is empty or 'ERROR' column is missing.")
top_20_cells = pd.DataFrame()
# Example: Get 2D Flow Area Perimeter Polygons (mesh_areas)
print("\nExample: Extracting 2D Flow Area Perimeter Polygons")
mesh_areas = HdfMesh.get_mesh_areas(geom_hdf_path, ras_object=bald_eagle)
print("\n2D Flow Area Groups and Perimeters:")
if not mesh_areas.empty:
print("Available columns:", mesh_areas.columns.tolist())
# Display the first few rows of the mesh_areas DataFrame
print("\nFirst few rows of mesh_areas DataFrame:")
display(mesh_areas.head())
else:
print("No 2D Flow Area groups found in the HDF file.")
# Use the previously extracted cell_polygons_df
print("\nTop 20 Cell Polygons:")
if 'cell_polygons_df' in locals() and not cell_polygons_df.empty and not top_20_cells.empty:
# Get the cell numbers from top_20_cells
top_20_cell_numbers = top_20_cells['Cell Number'].tolist()
# Filter cell_polygons_df to only include top 20 cells
top_20_cell_polygons = cell_polygons_df[cell_polygons_df['cell_id'].isin(top_20_cell_numbers)]
display(top_20_cell_polygons)
# Plot top 20 cell polygons and mesh areas
fig, ax = plt.subplots(figsize=(12, 8))
# Plot mesh areas
mesh_areas.plot(ax=ax, edgecolor='red', facecolor='none', alpha=0.5, label='Mesh Areas')
# Plot top 20 cell polygons
top_20_cell_polygons.plot(ax=ax, edgecolor='blue', facecolor='none', alpha=0.7, label='Top 20 Error Cells')
# Set labels and title
ax.set_xlabel('X Coordinate')
ax.set_ylabel('Y Coordinate')
ax.set_title('2D Flow Area Perimeters and Top 20 Cell Polygons')
# Add legend
ax.legend()
# Add grid
ax.grid(True)
# Adjust layout and display
plt.tight_layout()
plt.show()
else:
print("No Cell Polygons found or no top 20 cells with highest error available.")
print("Unable to plot cell polygons.")
2024-11-06 16:14:49,587 - root - INFO - Successfully split compute messages into lines. 2024-11-06 16:14:49,588 - root - WARNING - Line skipped due to insufficient parts: 09SEP2018 00:01:20 timestep = 40 (sec) 2024-11-06 16:14:49,589 - root - WARNING - Line skipped due to insufficient parts: 12SEP2018 21:12:00 timestep = 20 (sec) 2024-11-06 16:14:49,592 - root - INFO - Created DataFrame from parsed data lines. 2024-11-06 16:14:49,595 - root - INFO - Converted DataFrame columns to appropriate types. 2024-11-06 16:14:49,598 - root - INFO - Reordered compute messages. 2024-11-06 16:14:49,600 - root - WARNING - Unable to get top 20 cells with highest error. DataFrame is empty or 'ERROR' column is missing. 2024-11-06 16:14:49,603 - ras_commander.HdfMesh - INFO - Using HDF file: c:\GH\ras-commander\examples\example_projects\BaldEagleCrkMulti2D\BaldEagleDamBrk.g09.hdf 2024-11-06 16:14:49,605 - ras_commander.HdfMesh - INFO - Using existing HDF file: c:\GH\ras-commander\examples\example_projects\BaldEagleCrkMulti2D\BaldEagleDamBrk.g09.hdf 2024-11-06 16:14:49,609 - ras_commander.HdfBase - INFO - Using HDF file: c:\GH\ras-commander\examples\example_projects\BaldEagleCrkMulti2D\BaldEagleDamBrk.g09.hdf
Plan: 'Gridded Precip - Infiltration' (BaldEagleDamBrk.p06) Simulation started at: 06Nov2024 02:15:38 PM Writing Plan GIS Data... Completed Writing Plan GIS Data Writing Geometry... Computing 2D Flow Area 'BaldEagleCr' tables: Property tables do not exist. 2D Flow Area 'BaldEagleCr' tables complete 23.20 sec Completed Writing Geometry Writing Event Conditions ... Processing Precipitation data... (assumes geometry data is geo-referenced) Finished Processing Precipitation data (3.555s) Completed Writing Event Condition Data Geometric Preprocessor HEC-RAS 6.6 September 2024 Finished Processing Geometry Performing Unsteady Flow Simulation HEC-RAS 6.6 September 2024 Unsteady Input Summary: 2D Unsteady Diffusion Wave Equation Set (fastest) 2D number of Solver Cores: 6 Maximum adaptive timestep = 40.0 Minimum adaptive timestep = 20.0 Initial adaptive timestep = 20.0 Overall Volume Accounting Error in Acre Feet: 0.4692 Overall Volume Accounting Error as percentage: 0.000331 Please review "Computational Log File" output for volume accounting details Writing Results to DSS Finished Unsteady Flow Simulation 1D Post Process Skipped (simulation is all 2D) Computations Summary Computation Task Time(hh:mm:ss) Completing Geometry, Flow and Plan 33 Preprocessing Geometry <1 Unsteady Flow Computations 6:39 Complete Process 7:13 Computation Speed Simulation/Runtime Unsteady Flow Computations 1080x Complete Process 996x Top 20 Cells with Highest Error: Empty DataFrame Columns: [Date and Time, Location, Cell Type, Cell Number, WSEL, ERROR, ITERATIONS] Index: [] Example: Extracting 2D Flow Area Perimeter Polygons 2D Flow Area Groups and Perimeters: Available columns: ['mesh_name', 'geometry'] First few rows of mesh_areas DataFrame:
| mesh_name | geometry | |
|---|---|---|
| 0 | BaldEagleCr | POLYGON ((2009315.708 321138.385, 2009371.858 ... |
Top 20 Cell Polygons: No Cell Polygons found or no top 20 cells with highest error available. Unable to plot cell polygons.
In [36]:
# Exploratory Example for Debugging or New Features: List all paths, groups, and attributes under "/Results/Unsteady/Summary/Volume Accounting"
HdfBase.get_dataset_info(plan_hdf_path, "/Results/Unsteady/Summary/Volume Accounting")
2024-11-06 16:14:49,664 - ras_commander.HdfBase - INFO - Using HDF file: c:\GH\ras-commander\examples\example_projects\BaldEagleCrkMulti2D\BaldEagleDamBrk.p06.hdf
Exploring group: /Results/Unsteady/Summary/Volume Accounting
Group: /Results/Unsteady/Summary/Volume Accounting/Volume Accounting 1D
Attributes for /Results/Unsteady/Summary/Volume Accounting/Volume Accounting 1D:
Diversions: -0.0
Flow DS Out: 0.0
Flow US In: 0.0
Groundwater: -0.0
Hydro Lat: 0.0
Hydro SA: 0.0
Precip Excess (acre feet): 0.0
Precip Excess (inches): 0.0
Reach Final 1D: 0.0
Reach Start 1D: 0.0
SA Final: 0.0
SA Starting: 0.0
Vol Accounting in: b'Acre Feet'
Group: /Results/Unsteady/Summary/Volume Accounting/Volume Accounting 2D
Attributes for /Results/Unsteady/Summary/Volume Accounting/Volume Accounting 2D:
Vol Accounting in: b'Acre Feet'
Group: /Results/Unsteady/Summary/Volume Accounting/Volume Accounting 2D/BaldEagleCr
Attributes for /Results/Unsteady/Summary/Volume Accounting/Volume Accounting 2D/BaldEagleCr:
Cum Inflow: 141685.0
Cum Outflow: 17240.263671875
Error: 0.46921461820602417
Error Percent: 0.0003311674518045038
Precip Excess (acre feet): 3756.872802734375
Precip Excess (inches): 1.707614779472351
Vol Accounting in: b'Acre Feet'
Vol Ending: 124445.203125
Vol Starting: 0.0
In [37]:
# Example 12: Extract Plan Parameters and Volume Accounting
print("\nExample 12: Extracting Plan Parameters and Volume Accounting Data")
# Extract plan parameters
plan_parameters_df = HdfPlan.get_plan_parameters(plan_hdf_path)
# Extract volume accounting data
volume_accounting_df = HdfResultsPlan.get_volume_accounting(plan_hdf_path)
print("\nPlan Parameters DataFrame:")
display(plan_parameters_df)
print("\nVolume Accounting DataFrame:")
display(volume_accounting_df)
2024-11-06 16:14:49,686 - ras_commander.HdfPlan - INFO - Calling get_plan_parameters
Example 12: Extracting Plan Parameters and Volume Accounting Data
2024-11-06 16:14:49,688 - ras_commander.HdfPlan - INFO - Using HDF file: c:\GH\ras-commander\examples\example_projects\BaldEagleCrkMulti2D\BaldEagleDamBrk.p06.hdf 2024-11-06 16:14:49,698 - ras_commander.HdfPlan - INFO - Finished get_plan_parameters 2024-11-06 16:14:49,699 - ras_commander.HdfResultsPlan - INFO - Calling get_volume_accounting 2024-11-06 16:14:49,700 - ras_commander.HdfResultsPlan - INFO - Using HDF file: c:\GH\ras-commander\examples\example_projects\BaldEagleCrkMulti2D\BaldEagleDamBrk.p06.hdf 2024-11-06 16:14:49,705 - ras_commander.HdfResultsPlan - INFO - Finished get_volume_accounting
Plan Parameters DataFrame:
{'1D Cores': 0,
'1D Flow Tolerance': nan,
'1D Maximum Iterations': 20,
'1D Maximum Iterations Without Improvement': 0,
'1D Maximum Water Surface Error To Abort': 100.0,
'1D Methodology': 'Finite Difference',
'1D Storage Area Elevation Tolerance': 0.02,
'1D Theta': 1.0,
'1D Theta Warmup': 1.0,
'1D Water Surface Elevation Tolerance': 0.02,
'1D-2D Flow Tolerance': 1.0,
'1D-2D Gate Flow Submergence Decay Exponent': 1.0,
'1D-2D IS Stablity Factor': 1.0,
'1D-2D LS Stablity Factor': 2.0,
'1D-2D Maximum Iterations': 0,
'1D-2D Maximum Number of Time Slices': 20,
'1D-2D Minimum Flow Tolerance': nan,
'1D-2D Minimum Time Step for Slicing(hours)': 0.0,
'1D-2D Number of Warmup Steps': 0,
'1D-2D Warmup Time Step (hours)': 0.0,
'1D-2D Water Surface Tolerance': 0.02,
'1D-2D Weir Flow Submergence Decay Exponent': 1.0,
'2D Advanced Convergence': array([0], dtype=uint8),
'2D Boundary Condition Ramp Up Fraction': array([0.5], dtype=float32),
'2D Boundary Condition Volume Check': array([b'False'], dtype='|S5'),
'2D Cores (per mesh)': array([12]),
'2D Coriolis': False,
'2D Equation Set': array([b'Diffusion Wave'], dtype='|S14'),
'2D Initial Conditions Ramp Up Time (hrs)': array([0.], dtype=float32),
'2D Latitude for Coriolis': array([3.4028235e+38], dtype=float32),
'2D Longitudinal Mixing Coefficient': array([0.], dtype=float32),
'2D Matrix Solver': array([b'Pardiso'], dtype='|S7'),
'2D Maximum Iterations': array([20]),
'2D Names': array([b'BaldEagleCr'], dtype='|S11'),
'2D Number of Time Slices': array([1]),
'2D Only': True,
'2D Smagorinsky Mixing Coefficient': array([0.], dtype=float32),
'2D Theta': array([1.], dtype=float32),
'2D Theta Warmup': array([1.], dtype=float32),
'2D Transverse Mixing Coefficient': array([0.], dtype=float32),
'2D Turbulence Formulation': array([b'None'], dtype='|S4'),
'2D Volume Tolerance': array([0.01], dtype=float32),
'2D WS Max Tolerance': array([0.], dtype=float32),
'2D WS RMS Tolerance': array([0.], dtype=float32),
'2D WS Stalling Tolerance': array([0.], dtype=float32),
'2D Water Surface Tolerance': array([0.01], dtype=float32),
'Friction Slope Average Method (BR)': 'Average Conveyance',
'Friction Slope Average Method (XS)': 'Average Friction Slope',
'Gravity': 32.174,
'HDF Additional Output Variables': array([b'Cell Velocity', b'Face Eddy Viscosity', b'Face Flow',
b'Face Water Surface', b'Face Shear Stress'], dtype='|S19'),
'HDF Chunk Size': 1.0,
'HDF Compression': 1,
'HDF Fixed Rows': 1,
'HDF Flush Buffer': False,
'HDF Spatial Parts': 1,
'HDF Use Max Rows': 0,
'HDF Write Time Slices': False,
'HDF Write Warmup': False,
'Pardiso Solver': False}
Volume Accounting DataFrame:
| Error | Error Percent | Precipitation Excess (acre feet) | Precipitation Excess (inches) | Total Boundary Flux of Water In | Total Boundary Flux of Water Out | Vol Accounting in | Volume Ending | Volume Starting | |
|---|---|---|---|---|---|---|---|---|---|
| 0 | 0.469215 | 0.000331 | 3756.872803 | 1.707615 | 141685.0 | 17240.263672 | b'Acre Feet' | 124445.203125 | 0.0 |
RasPlanHdf Class Functions¶
In [38]:
# Example: Get plan start time
start_time = HdfPlan.get_plan_start_time(plan_hdf_path)
print(f"Simulation start time: {start_time}")
2024-11-06 16:14:49,738 - ras_commander.HdfPlan - INFO - Calling get_plan_start_time 2024-11-06 16:14:49,740 - ras_commander.HdfPlan - INFO - Using HDF file: c:\GH\ras-commander\examples\example_projects\BaldEagleCrkMulti2D\BaldEagleDamBrk.p06.hdf 2024-11-06 16:14:49,742 - ras_commander.HdfPlan - INFO - Finished get_plan_start_time
Simulation start time: 2018-09-09 00:00:00
Simulation start time: 2018-09-09 00:00:00
In [39]:
# Example: Get plan end time
end_time = HdfPlan.get_plan_end_time(plan_hdf_path)
print(f"Simulation end time: {end_time}")
2024-11-06 16:14:49,754 - ras_commander.HdfPlan - INFO - Calling get_plan_end_time 2024-11-06 16:14:49,756 - ras_commander.HdfPlan - INFO - Using HDF file: c:\GH\ras-commander\examples\example_projects\BaldEagleCrkMulti2D\BaldEagleDamBrk.p06.hdf 2024-11-06 16:14:49,758 - ras_commander.HdfPlan - INFO - Finished get_plan_end_time
Simulation end time: 2018-09-14 00:00:00
Simulation end time: 2018-09-14 00:00:00
In [40]:
# Example: Get maximum iteration count for mesh cells
max_iter_df = HdfResultsMesh.get_mesh_max_iter(plan_hdf_path)
print("\nMesh Max Iterations:")
print(max_iter_df.attrs)
display(max_iter_df.head())
2024-11-06 16:14:49,774 - ras_commander.HdfResultsMesh - INFO - Calling get_mesh_max_iter 2024-11-06 16:14:49,776 - ras_commander.HdfResultsMesh - INFO - Using HDF file: c:\GH\ras-commander\examples\example_projects\BaldEagleCrkMulti2D\BaldEagleDamBrk.p06.hdf 2024-11-06 16:14:49,778 - ras_commander.HdfResultsMesh - INFO - Calling get_mesh_summary_output 2024-11-06 16:14:49,780 - ras_commander.HdfResultsMesh - INFO - Processing summary output for variable: Cell Last Iteration 2024-11-06 16:14:49,790 - ras_commander.HdfMesh - INFO - Using HDF file: c:\GH\ras-commander\examples\example_projects\BaldEagleCrkMulti2D\BaldEagleDamBrk.p06.hdf 2024-11-06 16:14:49,792 - ras_commander.HdfMesh - INFO - Using existing HDF file: c:\GH\ras-commander\examples\example_projects\BaldEagleCrkMulti2D\BaldEagleDamBrk.p06.hdf 2024-11-06 16:14:50,175 - ras_commander.HdfBase - INFO - Using existing HDF file: c:\GH\ras-commander\examples\example_projects\BaldEagleCrkMulti2D\BaldEagleDamBrk.p06.hdf 2024-11-06 16:14:50,294 - ras_commander.HdfResultsMesh - INFO - Processed 19597 rows of summary output data 2024-11-06 16:14:50,295 - ras_commander.HdfResultsMesh - INFO - Finished get_mesh_summary_output 2024-11-06 16:14:50,297 - ras_commander.HdfResultsMesh - INFO - Finished get_mesh_max_iter
Mesh Max Iterations:
{'mesh_name': 'BaldEagleCr', 'Cell': 'Number of times given cell is last cell to converge or it went to max iterations'}
| mesh_name | cell_id | cell_last_iteration | geometry | |
|---|---|---|---|---|
| 0 | BaldEagleCr | 0 | 0 | POINT (2083000 370750) |
| 1 | BaldEagleCr | 1 | 0 | POINT (2083250 370750) |
| 2 | BaldEagleCr | 2 | 0 | POINT (2083500 370750) |
| 3 | BaldEagleCr | 3 | 2 | POINT (2083750 370750) |
| 4 | BaldEagleCr | 4 | 0 | POINT (2084000 370750) |
max_iter_df:
| mesh_name | cell_id | cell_last_iteration | geometry |
|---|---|---|---|
| BaldEagleCr | 0 | 0 | POINT (2083000 370750) |
| BaldEagleCr | 1 | 0 | POINT (2083250 370750) |
| BaldEagleCr | 2 | 0 | POINT (2083500 370750) |
| BaldEagleCr | 3 | 2 | POINT (2083750 370750) |
| BaldEagleCr | 4 | 0 | POINT (2084000 370750) |
In [41]:
# Get maximum iteration count for mesh cells
from ras_commander.HdfResultsMesh import HdfResultsMesh
max_iter_gdf = HdfResultsMesh.get_mesh_max_iter(plan_hdf_path)
print("max_iter_df")
print(max_iter_df)
2024-11-06 16:14:50,320 - ras_commander.HdfResultsMesh - INFO - Calling get_mesh_max_iter 2024-11-06 16:14:50,321 - ras_commander.HdfResultsMesh - INFO - Using HDF file: c:\GH\ras-commander\examples\example_projects\BaldEagleCrkMulti2D\BaldEagleDamBrk.p06.hdf 2024-11-06 16:14:50,323 - ras_commander.HdfResultsMesh - INFO - Calling get_mesh_summary_output 2024-11-06 16:14:50,324 - ras_commander.HdfResultsMesh - INFO - Processing summary output for variable: Cell Last Iteration 2024-11-06 16:14:50,332 - ras_commander.HdfMesh - INFO - Using HDF file: c:\GH\ras-commander\examples\example_projects\BaldEagleCrkMulti2D\BaldEagleDamBrk.p06.hdf 2024-11-06 16:14:50,334 - ras_commander.HdfMesh - INFO - Using existing HDF file: c:\GH\ras-commander\examples\example_projects\BaldEagleCrkMulti2D\BaldEagleDamBrk.p06.hdf 2024-11-06 16:14:50,772 - ras_commander.HdfBase - INFO - Using existing HDF file: c:\GH\ras-commander\examples\example_projects\BaldEagleCrkMulti2D\BaldEagleDamBrk.p06.hdf 2024-11-06 16:14:50,866 - ras_commander.HdfResultsMesh - INFO - Processed 19597 rows of summary output data 2024-11-06 16:14:50,868 - ras_commander.HdfResultsMesh - INFO - Finished get_mesh_summary_output 2024-11-06 16:14:50,869 - ras_commander.HdfResultsMesh - INFO - Finished get_mesh_max_iter
max_iter_df
mesh_name cell_id cell_last_iteration \
0 BaldEagleCr 0 0
1 BaldEagleCr 1 0
2 BaldEagleCr 2 0
3 BaldEagleCr 3 2
4 BaldEagleCr 4 0
... ... ... ...
19592 BaldEagleCr 19592 0
19593 BaldEagleCr 19593 0
19594 BaldEagleCr 19594 0
19595 BaldEagleCr 19595 0
19596 BaldEagleCr 19596 0
geometry
0 POINT (2083000 370750)
1 POINT (2083250 370750)
2 POINT (2083500 370750)
3 POINT (2083750 370750)
4 POINT (2084000 370750)
... ...
19592 POINT (1978423.032 300718.897)
19593 POINT (1973389.375 297311.928)
19594 POINT (1968834.79 295808.861)
19595 POINT (1966130.942 291879.395)
19596 POINT (1969660.046 289673.23)
[19597 rows x 4 columns]
mesh_max_iter_df:
| mesh_name | cell_id | cell_last_iteration | geometry |
|---|---|---|---|
| BaldEagleCr | 0 | 0 | POINT (2083000 370750) |
| ... | ... | ... | ... |
| BaldEagleCr | 19592 | 0 | POINT (1978423.032 300718.897) |
[19597 rows x 4 columns]
In [42]:
# Get cell coordinates
cell_coords = HdfMesh.get_mesh_cell_points(plan_hdf_path)
display(cell_coords)
2024-11-06 16:14:50,883 - ras_commander.HdfMesh - INFO - Using HDF file: c:\GH\ras-commander\examples\example_projects\BaldEagleCrkMulti2D\BaldEagleDamBrk.p06.hdf 2024-11-06 16:14:50,885 - ras_commander.HdfMesh - INFO - Using existing HDF file: c:\GH\ras-commander\examples\example_projects\BaldEagleCrkMulti2D\BaldEagleDamBrk.p06.hdf 2024-11-06 16:14:51,188 - ras_commander.HdfBase - INFO - Using existing HDF file: c:\GH\ras-commander\examples\example_projects\BaldEagleCrkMulti2D\BaldEagleDamBrk.p06.hdf
| mesh_name | cell_id | geometry | |
|---|---|---|---|
| 0 | BaldEagleCr | 0 | POINT (2083000 370750) |
| 1 | BaldEagleCr | 1 | POINT (2083250 370750) |
| 2 | BaldEagleCr | 2 | POINT (2083500 370750) |
| 3 | BaldEagleCr | 3 | POINT (2083750 370750) |
| 4 | BaldEagleCr | 4 | POINT (2084000 370750) |
| ... | ... | ... | ... |
| 19592 | BaldEagleCr | 19592 | POINT (1978423.032 300718.897) |
| 19593 | BaldEagleCr | 19593 | POINT (1973389.375 297311.928) |
| 19594 | BaldEagleCr | 19594 | POINT (1968834.79 295808.861) |
| 19595 | BaldEagleCr | 19595 | POINT (1966130.942 291879.395) |
| 19596 | BaldEagleCr | 19596 | POINT (1969660.046 289673.23) |
19597 rows × 3 columns
In [43]:
# Plot Mesh Max Iterations
# Extract x and y coordinates from the geometry column
max_iter_df['x'] = max_iter_df['geometry'].apply(lambda geom: geom.x if geom is not None else None)
max_iter_df['y'] = max_iter_df['geometry'].apply(lambda geom: geom.y if geom is not None else None)
# Remove rows with None coordinates
max_iter_df = max_iter_df.dropna(subset=['x', 'y'])
# Create the plot
fig, ax = plt.subplots(figsize=(12, 8))
scatter = ax.scatter(max_iter_df['x'], max_iter_df['y'],
c=max_iter_df['cell_last_iteration'],
cmap='viridis',
s=1)
# Customize the plot
ax.set_title('Max Iterations per Cell')
ax.set_xlabel('X Coordinate')
ax.set_ylabel('Y Coordinate')
plt.colorbar(scatter, label='Max Iterations')
# Show the plot
plt.show()
# Print the first few rows of the dataframe for verification
print("\nFirst few rows of the dataframe:")
display(max_iter_df[['mesh_name', 'cell_id', 'geometry']].head())
First few rows of the dataframe:
| mesh_name | cell_id | geometry | |
|---|---|---|---|
| 0 | BaldEagleCr | 0 | POINT (2083000 370750) |
| 1 | BaldEagleCr | 1 | POINT (2083250 370750) |
| 2 | BaldEagleCr | 2 | POINT (2083500 370750) |
| 3 | BaldEagleCr | 3 | POINT (2083750 370750) |
| 4 | BaldEagleCr | 4 | POINT (2084000 370750) |
In [44]:
# Example: Get mesh maximum water surface elevation
max_ws_df = HdfResultsMesh.get_mesh_max_ws(plan_hdf_path, ras_object=bald_eagle)
print("\nMesh Maximum Water Surface Elevation:")
print(max_ws_df.attrs)
display(max_ws_df.head())
2024-11-06 16:14:52,338 - ras_commander.HdfResultsMesh - INFO - Calling get_mesh_max_ws 2024-11-06 16:14:52,340 - ras_commander.HdfResultsMesh - INFO - Using HDF file: c:\GH\ras-commander\examples\example_projects\BaldEagleCrkMulti2D\BaldEagleDamBrk.p06.hdf 2024-11-06 16:14:52,342 - ras_commander.HdfResultsMesh - INFO - Calling get_mesh_summary_output 2024-11-06 16:14:52,343 - ras_commander.HdfResultsMesh - INFO - Processing summary output for variable: Maximum Water Surface 2024-11-06 16:14:52,433 - ras_commander.HdfMesh - INFO - Using HDF file: c:\GH\ras-commander\examples\example_projects\BaldEagleCrkMulti2D\BaldEagleDamBrk.p06.hdf 2024-11-06 16:14:52,435 - ras_commander.HdfMesh - INFO - Using existing HDF file: c:\GH\ras-commander\examples\example_projects\BaldEagleCrkMulti2D\BaldEagleDamBrk.p06.hdf 2024-11-06 16:14:52,799 - ras_commander.HdfBase - INFO - Using existing HDF file: c:\GH\ras-commander\examples\example_projects\BaldEagleCrkMulti2D\BaldEagleDamBrk.p06.hdf 2024-11-06 16:14:52,918 - ras_commander.HdfResultsMesh - INFO - Processed 19597 rows of summary output data 2024-11-06 16:14:52,919 - ras_commander.HdfResultsMesh - INFO - Finished get_mesh_summary_output 2024-11-06 16:14:52,920 - ras_commander.HdfResultsMesh - INFO - Finished get_mesh_max_ws
Mesh Maximum Water Surface Elevation:
{'mesh_name': 'BaldEagleCr', 'Max Time': 5.0, 'Max Value': 848.2054, 'Min Time': 0.99953705, 'Min Value': 535.585, 'Rows Variables': [b'WSEL', b'Time'], 'Units': [b'ft', b'days']}
| mesh_name | cell_id | maximum_water_surface | maximum_water_surface_time | geometry | |
|---|---|---|---|---|---|
| 0 | BaldEagleCr | 0 | 704.054443 | 2018-09-10 18:00:00 | POINT (2083000 370750) |
| 1 | BaldEagleCr | 1 | 692.377991 | 2018-09-10 18:04:00 | POINT (2083250 370750) |
| 2 | BaldEagleCr | 2 | 671.183472 | 2018-09-10 18:13:20 | POINT (2083500 370750) |
| 3 | BaldEagleCr | 3 | 660.605469 | 2018-09-10 18:54:40 | POINT (2083750 370750) |
| 4 | BaldEagleCr | 4 | 660.586243 | 2018-09-10 18:55:20 | POINT (2084000 370750) |
max_ws_df:
| mesh_name | cell_id | maximum_water_surface | maximum_water_surface_time | geometry |
|---|---|---|---|---|
| BaldEagleCr | 0 | 704.054443 | 2018-09-10 18:00:00 | POINT (2083000 370750) |
| BaldEagleCr | 1 | 692.377991 | 2018-09-10 18:04:00 | POINT (2083250 370750) |
In [45]:
# Plot the max water surface as a map
import matplotlib.pyplot as plt
from ras_commander.HdfResultsMesh import HdfResultsMesh
# Extract x and y coordinates from the geometry column
max_ws_df['x'] = max_ws_df['geometry'].apply(lambda geom: geom.x if geom is not None else None)
max_ws_df['y'] = max_ws_df['geometry'].apply(lambda geom: geom.y if geom is not None else None)
# Remove rows with None coordinates
max_ws_df = max_ws_df.dropna(subset=['x', 'y'])
# Create the plot
fig, ax = plt.subplots(figsize=(12, 8))
scatter = ax.scatter(max_ws_df['x'], max_ws_df['y'],
c=max_ws_df['maximum_water_surface'],
cmap='viridis',
s=10)
# Customize the plot
ax.set_title('Max Water Surface per Cell')
ax.set_xlabel('X Coordinate')
ax.set_ylabel('Y Coordinate')
plt.colorbar(scatter, label='Max Water Surface (ft)')
# Add grid lines
ax.grid(True, linestyle='--', alpha=0.7)
# Increase font size for better readability
plt.rcParams.update({'font.size': 12})
# Adjust layout to prevent cutting off labels
plt.tight_layout()
# Show the plot
plt.show()
# Print the first few rows of the dataframe for verification
print("\nFirst few rows of the dataframe:")
display(max_ws_df.head())
First few rows of the dataframe:
| mesh_name | cell_id | maximum_water_surface | maximum_water_surface_time | geometry | x | y | |
|---|---|---|---|---|---|---|---|
| 0 | BaldEagleCr | 0 | 704.054443 | 2018-09-10 18:00:00 | POINT (2083000 370750) | 2083000.0 | 370750.0 |
| 1 | BaldEagleCr | 1 | 692.377991 | 2018-09-10 18:04:00 | POINT (2083250 370750) | 2083250.0 | 370750.0 |
| 2 | BaldEagleCr | 2 | 671.183472 | 2018-09-10 18:13:20 | POINT (2083500 370750) | 2083500.0 | 370750.0 |
| 3 | BaldEagleCr | 3 | 660.605469 | 2018-09-10 18:54:40 | POINT (2083750 370750) | 2083750.0 | 370750.0 |
| 4 | BaldEagleCr | 4 | 660.586243 | 2018-09-10 18:55:20 | POINT (2084000 370750) | 2084000.0 | 370750.0 |
In [46]:
# Plot the time of the max water surface elevation (WSEL)
import matplotlib.pyplot as plt
import matplotlib.dates as mdates
from datetime import datetime
# Convert the 'maximum_water_surface_time' to datetime objects
max_ws_df['max_wsel_time'] = pd.to_datetime(max_ws_df['maximum_water_surface_time'])
# Create the plot
fig, ax = plt.subplots(figsize=(12, 8))
# Convert datetime to hours since the start for colormap
min_time = max_ws_df['max_wsel_time'].min()
color_values = (max_ws_df['max_wsel_time'] - min_time).dt.total_seconds() / 3600 # Convert to hours
scatter = ax.scatter(max_ws_df['x'], max_ws_df['y'],
c=color_values,
cmap='viridis',
s=10)
# Customize the plot
ax.set_title('Time of Maximum Water Surface Elevation per Cell')
ax.set_xlabel('X Coordinate')
ax.set_ylabel('Y Coordinate')
# Set up the colorbar
cbar = plt.colorbar(scatter)
cbar.set_label('Hours since simulation start')
# Format the colorbar ticks to show hours
cbar.set_ticks(range(0, int(color_values.max()) + 1, 6)) # Set ticks every 6 hours
cbar.set_ticklabels([f'{h}h' for h in range(0, int(color_values.max()) + 1, 6)])
# Add grid lines
ax.grid(True, linestyle='--', alpha=0.7)
# Increase font size for better readability
plt.rcParams.update({'font.size': 12})
# Adjust layout to prevent cutting off labels
plt.tight_layout()
# Show the plot
plt.show()
# Find the overall maximum WSEL and its time
max_wsel_row = max_ws_df.loc[max_ws_df['maximum_water_surface'].idxmax()]
hours_since_start = (max_wsel_row['max_wsel_time'] - min_time).total_seconds() / 3600
print(f"\nOverall Maximum WSEL: {max_wsel_row['maximum_water_surface']:.2f} ft")
print(f"Time of Overall Maximum WSEL: {max_wsel_row['max_wsel_time']}")
print(f"Hours since simulation start: {hours_since_start:.2f} hours")
print(f"Location of Overall Maximum WSEL: X={max_wsel_row['x']}, Y={max_wsel_row['y']}")
Overall Maximum WSEL: 848.21 ft Time of Overall Maximum WSEL: 2018-09-10 17:00:00 Hours since simulation start: 41.00 hours Location of Overall Maximum WSEL: X=1968500.0, Y=295000.0
In [47]:
# Example: Get mesh minimum water surface elevation
min_ws_df = HdfResultsMesh.get_mesh_min_ws(plan_hdf_path, ras_object=bald_eagle)
print("\nMesh Minimum Water Surface Elevation:")
display(min_ws_df.head())
2024-11-06 16:14:55,064 - ras_commander.HdfResultsMesh - INFO - Calling get_mesh_min_ws 2024-11-06 16:14:55,066 - ras_commander.HdfResultsMesh - INFO - Using HDF file: c:\GH\ras-commander\examples\example_projects\BaldEagleCrkMulti2D\BaldEagleDamBrk.p06.hdf 2024-11-06 16:14:55,067 - ras_commander.HdfResultsMesh - INFO - Calling get_mesh_summary_output 2024-11-06 16:14:55,069 - ras_commander.HdfResultsMesh - INFO - Processing summary output for variable: Minimum Water Surface 2024-11-06 16:14:55,127 - ras_commander.HdfMesh - INFO - Using HDF file: c:\GH\ras-commander\examples\example_projects\BaldEagleCrkMulti2D\BaldEagleDamBrk.p06.hdf 2024-11-06 16:14:55,129 - ras_commander.HdfMesh - INFO - Using existing HDF file: c:\GH\ras-commander\examples\example_projects\BaldEagleCrkMulti2D\BaldEagleDamBrk.p06.hdf 2024-11-06 16:14:55,387 - ras_commander.HdfBase - INFO - Using existing HDF file: c:\GH\ras-commander\examples\example_projects\BaldEagleCrkMulti2D\BaldEagleDamBrk.p06.hdf 2024-11-06 16:14:55,470 - ras_commander.HdfResultsMesh - INFO - Processed 19597 rows of summary output data 2024-11-06 16:14:55,472 - ras_commander.HdfResultsMesh - INFO - Finished get_mesh_summary_output 2024-11-06 16:14:55,473 - ras_commander.HdfResultsMesh - INFO - Finished get_mesh_min_ws
Mesh Minimum Water Surface Elevation:
| mesh_name | cell_id | minimum_water_surface | minimum_water_surface_time | geometry | |
|---|---|---|---|---|---|
| 0 | BaldEagleCr | 0 | 701.151245 | 2018-09-09 00:00:20 | POINT (2083000 370750) |
| 1 | BaldEagleCr | 1 | 689.052246 | 2018-09-09 00:00:20 | POINT (2083250 370750) |
| 2 | BaldEagleCr | 2 | 669.774719 | 2018-09-09 00:00:20 | POINT (2083500 370750) |
| 3 | BaldEagleCr | 3 | 658.986938 | 2018-09-09 00:00:20 | POINT (2083750 370750) |
| 4 | BaldEagleCr | 4 | 658.720581 | 2018-09-09 00:00:20 | POINT (2084000 370750) |
In [48]:
# Example: Get mesh maximum face velocity
try:
max_face_v_df = HdfResultsMesh.get_mesh_max_face_v(plan_hdf_path, ras_object=bald_eagle)
print("\nMesh Max Face Velocity:")
display(max_face_v_df.head())
except AttributeError as e:
print(f"Error: {e}. Please ensure that the method exists in the HdfResultsMesh class.")
2024-11-06 16:14:55,489 - ras_commander.HdfResultsMesh - INFO - Calling get_mesh_max_face_v 2024-11-06 16:14:55,490 - ras_commander.HdfResultsMesh - INFO - Using HDF file: c:\GH\ras-commander\examples\example_projects\BaldEagleCrkMulti2D\BaldEagleDamBrk.p06.hdf 2024-11-06 16:14:55,492 - ras_commander.HdfResultsMesh - INFO - Calling get_mesh_summary_output 2024-11-06 16:14:55,493 - ras_commander.HdfResultsMesh - INFO - Processing summary output for variable: Maximum Face Velocity 2024-11-06 16:14:55,598 - ras_commander.HdfMesh - INFO - Using HDF file: c:\GH\ras-commander\examples\example_projects\BaldEagleCrkMulti2D\BaldEagleDamBrk.p06.hdf 2024-11-06 16:14:55,600 - ras_commander.HdfMesh - INFO - Using existing HDF file: c:\GH\ras-commander\examples\example_projects\BaldEagleCrkMulti2D\BaldEagleDamBrk.p06.hdf 2024-11-06 16:14:56,459 - ras_commander.HdfBase - INFO - Using existing HDF file: c:\GH\ras-commander\examples\example_projects\BaldEagleCrkMulti2D\BaldEagleDamBrk.p06.hdf 2024-11-06 16:14:56,592 - ras_commander.HdfResultsMesh - INFO - Processed 37594 rows of summary output data 2024-11-06 16:14:56,594 - ras_commander.HdfResultsMesh - INFO - Finished get_mesh_summary_output 2024-11-06 16:14:56,595 - ras_commander.HdfResultsMesh - INFO - Finished get_mesh_max_face_v
Mesh Max Face Velocity:
| mesh_name | face_id | maximum_face_velocity | maximum_face_velocity_time | geometry | |
|---|---|---|---|---|---|
| 0 | BaldEagleCr | 0 | 0.451430 | 2018-09-10 18:00:00 | LINESTRING (2042125 351625, 2042375 351625) |
| 1 | BaldEagleCr | 1 | -0.887190 | 2018-09-10 18:00:40 | LINESTRING (2042375 351625, 2042375 351875) |
| 2 | BaldEagleCr | 2 | -0.498561 | 2018-09-10 18:00:40 | LINESTRING (2042375 351875, 2042125 351875) |
| 3 | BaldEagleCr | 3 | -0.304673 | 2018-09-10 18:00:40 | LINESTRING (2042125 351875, 2042125 351625) |
| 4 | BaldEagleCr | 4 | -0.762405 | 2018-09-10 10:00:40 | LINESTRING (2042375 351375, 2042375 351625) |
In [49]:
# Extract midpoint coordinates from the LineString geometries
max_face_v_df['x'] = max_face_v_df['geometry'].apply(lambda geom: geom.centroid.x)
max_face_v_df['y'] = max_face_v_df['geometry'].apply(lambda geom: geom.centroid.y)
# Create the plot
fig, ax = plt.subplots(figsize=(12, 8))
scatter = ax.scatter(max_face_v_df['x'], max_face_v_df['y'],
c=max_face_v_df['maximum_face_velocity'].abs(),
cmap='viridis',
s=10)
# Customize the plot
ax.set_title('Max Face Velocity per Face')
ax.set_xlabel('X Coordinate')
ax.set_ylabel('Y Coordinate')
plt.colorbar(scatter, label='Max Face Velocity (ft/s)')
# Add grid lines
ax.grid(True, linestyle='--', alpha=0.7)
# Increase font size for better readability
plt.rcParams.update({'font.size': 12})
# Adjust layout to prevent cutting off labels
plt.tight_layout()
# Show the plot
plt.show()
# Print the first few rows of the dataframe for verification
print("\nFirst few rows of the face velocity dataframe:")
display(max_face_v_df.head())
First few rows of the face velocity dataframe:
| mesh_name | face_id | maximum_face_velocity | maximum_face_velocity_time | geometry | x | y | |
|---|---|---|---|---|---|---|---|
| 0 | BaldEagleCr | 0 | 0.451430 | 2018-09-10 18:00:00 | LINESTRING (2042125 351625, 2042375 351625) | 2042250.0 | 351625.0 |
| 1 | BaldEagleCr | 1 | -0.887190 | 2018-09-10 18:00:40 | LINESTRING (2042375 351625, 2042375 351875) | 2042375.0 | 351750.0 |
| 2 | BaldEagleCr | 2 | -0.498561 | 2018-09-10 18:00:40 | LINESTRING (2042375 351875, 2042125 351875) | 2042250.0 | 351875.0 |
| 3 | BaldEagleCr | 3 | -0.304673 | 2018-09-10 18:00:40 | LINESTRING (2042125 351875, 2042125 351625) | 2042125.0 | 351750.0 |
| 4 | BaldEagleCr | 4 | -0.762405 | 2018-09-10 10:00:40 | LINESTRING (2042375 351375, 2042375 351625) | 2042375.0 | 351500.0 |
In [50]:
# Example: Get mesh minimum face velocity
try:
min_face_v_df = HdfResultsMesh.get_mesh_min_face_v(plan_hdf_path, ras_object=bald_eagle)
print("\nMesh Min Face Velocity:")
display(min_face_v_df.head())
except AttributeError as e:
print(f"Error: {e}. Please ensure that the method exists in the HdfResultsMesh class.")
2024-11-06 16:14:59,432 - ras_commander.HdfResultsMesh - INFO - Calling get_mesh_min_face_v 2024-11-06 16:14:59,434 - ras_commander.HdfResultsMesh - INFO - Using HDF file: c:\GH\ras-commander\examples\example_projects\BaldEagleCrkMulti2D\BaldEagleDamBrk.p06.hdf 2024-11-06 16:14:59,435 - ras_commander.HdfResultsMesh - INFO - Calling get_mesh_summary_output 2024-11-06 16:14:59,437 - ras_commander.HdfResultsMesh - INFO - Processing summary output for variable: Minimum Face Velocity 2024-11-06 16:14:59,589 - ras_commander.HdfMesh - INFO - Using HDF file: c:\GH\ras-commander\examples\example_projects\BaldEagleCrkMulti2D\BaldEagleDamBrk.p06.hdf 2024-11-06 16:14:59,591 - ras_commander.HdfMesh - INFO - Using existing HDF file: c:\GH\ras-commander\examples\example_projects\BaldEagleCrkMulti2D\BaldEagleDamBrk.p06.hdf 2024-11-06 16:15:00,435 - ras_commander.HdfBase - INFO - Using existing HDF file: c:\GH\ras-commander\examples\example_projects\BaldEagleCrkMulti2D\BaldEagleDamBrk.p06.hdf 2024-11-06 16:15:00,583 - ras_commander.HdfResultsMesh - INFO - Processed 37594 rows of summary output data 2024-11-06 16:15:00,585 - ras_commander.HdfResultsMesh - INFO - Finished get_mesh_summary_output 2024-11-06 16:15:00,586 - ras_commander.HdfResultsMesh - INFO - Finished get_mesh_min_face_v
Mesh Min Face Velocity:
| mesh_name | face_id | minimum_face_velocity | minimum_face_velocity_time | geometry | |
|---|---|---|---|---|---|
| 0 | BaldEagleCr | 0 | 0.0 | 2018-09-09 00:00:20 | LINESTRING (2042125 351625, 2042375 351625) |
| 1 | BaldEagleCr | 1 | 0.0 | 2018-09-09 00:00:20 | LINESTRING (2042375 351625, 2042375 351875) |
| 2 | BaldEagleCr | 2 | 0.0 | 2018-09-09 00:00:20 | LINESTRING (2042375 351875, 2042125 351875) |
| 3 | BaldEagleCr | 3 | 0.0 | 2018-09-09 00:00:20 | LINESTRING (2042125 351875, 2042125 351625) |
| 4 | BaldEagleCr | 4 | 0.0 | 2018-09-09 00:00:20 | LINESTRING (2042375 351375, 2042375 351625) |
In [51]:
# Example: Get mesh max water surface error
try:
max_ws_err_df = HdfResultsMesh.get_mesh_max_ws_err(plan_hdf_path, ras_object=bald_eagle)
print("\nMesh Max Water Surface Error:")
display(max_ws_err_df.head())
except AttributeError as e:
print(f"Error: {e}. Please ensure that the method exists in the HdfResultsMesh class.")
logger.error(f"Failed to get mesh max water surface error: {str(e)}")
except Exception as e:
print(f"Error: {str(e)}")
logger.error(f"Failed to get mesh max water surface error: {str(e)}")
2024-11-06 16:15:00,608 - ras_commander.HdfResultsMesh - INFO - Calling get_mesh_max_ws_err 2024-11-06 16:15:00,610 - ras_commander.HdfResultsMesh - INFO - Using HDF file: c:\GH\ras-commander\examples\example_projects\BaldEagleCrkMulti2D\BaldEagleDamBrk.p06.hdf 2024-11-06 16:15:00,611 - ras_commander.HdfResultsMesh - INFO - Calling get_mesh_summary_output 2024-11-06 16:15:00,612 - ras_commander.HdfResultsMesh - INFO - Processing summary output for variable: Cell Maximum Water Surface Error 2024-11-06 16:15:00,683 - ras_commander.HdfMesh - INFO - Using HDF file: c:\GH\ras-commander\examples\example_projects\BaldEagleCrkMulti2D\BaldEagleDamBrk.p06.hdf 2024-11-06 16:15:00,684 - ras_commander.HdfMesh - INFO - Using existing HDF file: c:\GH\ras-commander\examples\example_projects\BaldEagleCrkMulti2D\BaldEagleDamBrk.p06.hdf 2024-11-06 16:15:00,966 - ras_commander.HdfBase - INFO - Using existing HDF file: c:\GH\ras-commander\examples\example_projects\BaldEagleCrkMulti2D\BaldEagleDamBrk.p06.hdf 2024-11-06 16:15:01,050 - ras_commander.HdfResultsMesh - INFO - Processed 19597 rows of summary output data 2024-11-06 16:15:01,051 - ras_commander.HdfResultsMesh - INFO - Finished get_mesh_summary_output 2024-11-06 16:15:01,052 - ras_commander.HdfResultsMesh - INFO - Finished get_mesh_max_ws_err
Mesh Max Water Surface Error:
| mesh_name | cell_id | cell_maximum_water_surface_error | cell_maximum_water_surface_error_time | geometry | |
|---|---|---|---|---|---|
| 0 | BaldEagleCr | 0 | 0.000206 | 2018-09-11 20:50:00 | POINT (2083000 370750) |
| 1 | BaldEagleCr | 1 | 0.001100 | 2018-09-10 21:38:00 | POINT (2083250 370750) |
| 2 | BaldEagleCr | 2 | 0.000795 | 2018-09-10 09:58:40 | POINT (2083500 370750) |
| 3 | BaldEagleCr | 3 | 0.000314 | 2018-09-10 17:00:40 | POINT (2083750 370750) |
| 4 | BaldEagleCr | 4 | 0.001795 | 2018-09-10 09:28:00 | POINT (2084000 370750) |
In [52]:
# Plot max water surface error
import matplotlib.pyplot as plt
# Extract x and y coordinates from the geometry points, handling None values
max_ws_err_df['x'] = max_ws_err_df['geometry'].apply(lambda geom: geom.x if geom is not None else None)
max_ws_err_df['y'] = max_ws_err_df['geometry'].apply(lambda geom: geom.y if geom is not None else None)
# Remove any rows with None coordinates
max_ws_err_df = max_ws_err_df.dropna(subset=['x', 'y'])
# Create the plot
fig, ax = plt.subplots(figsize=(12, 8))
scatter = ax.scatter(max_ws_err_df['x'], max_ws_err_df['y'],
c=max_ws_err_df['cell_maximum_water_surface_error'],
cmap='viridis',
s=10)
# Customize the plot
ax.set_title('Max Water Surface Error per Cell')
ax.set_xlabel('X Coordinate')
ax.set_ylabel('Y Coordinate')
plt.colorbar(scatter, label='Max Water Surface Error (ft)')
# Add grid lines
ax.grid(True, linestyle='--', alpha=0.7)
# Increase font size for better readability
plt.rcParams.update({'font.size': 12})
# Adjust layout to prevent cutting off labels
plt.tight_layout()
# Show the plot
plt.show()
# Print the first few rows of the dataframe for verification
print("\nFirst few rows of the water surface error dataframe:")
display(max_ws_err_df.head())
First few rows of the water surface error dataframe:
| mesh_name | cell_id | cell_maximum_water_surface_error | cell_maximum_water_surface_error_time | geometry | x | y | |
|---|---|---|---|---|---|---|---|
| 0 | BaldEagleCr | 0 | 0.000206 | 2018-09-11 20:50:00 | POINT (2083000 370750) | 2083000.0 | 370750.0 |
| 1 | BaldEagleCr | 1 | 0.001100 | 2018-09-10 21:38:00 | POINT (2083250 370750) | 2083250.0 | 370750.0 |
| 2 | BaldEagleCr | 2 | 0.000795 | 2018-09-10 09:58:40 | POINT (2083500 370750) | 2083500.0 | 370750.0 |
| 3 | BaldEagleCr | 3 | 0.000314 | 2018-09-10 17:00:40 | POINT (2083750 370750) | 2083750.0 | 370750.0 |
| 4 | BaldEagleCr | 4 | 0.001795 | 2018-09-10 09:28:00 | POINT (2084000 370750) | 2084000.0 | 370750.0 |
Need to add this to the ras-commander library¶
In [53]:
# Example: Get mesh summary output for other Datasets (here we retrieve Maximum Face Courant)
try:
max_courant_df = HdfResultsMesh.get_mesh_summary(plan_hdf_path, var="Maximum Face Courant", ras_object=bald_eagle)
print("\nMesh Summary Output (Maximum Courant):")
print(max_courant_df.attrs)
display(max_courant_df.head())
except Exception as e:
print(f"Error: {str(e)}")
logger.error(f"Failed to get mesh summary output: {str(e)}")
# Additional error handling or logging can be added here
2024-11-06 16:15:02,028 - ras_commander.HdfResultsMesh - INFO - Calling get_mesh_summary 2024-11-06 16:15:02,029 - ras_commander.HdfResultsMesh - INFO - Using HDF file: c:\GH\ras-commander\examples\example_projects\BaldEagleCrkMulti2D\BaldEagleDamBrk.p06.hdf 2024-11-06 16:15:02,030 - ras_commander.HdfResultsMesh - INFO - Calling get_mesh_summary_output 2024-11-06 16:15:02,031 - ras_commander.HdfResultsMesh - INFO - Processing summary output for variable: Maximum Face Courant 2024-11-06 16:15:02,197 - ras_commander.HdfMesh - INFO - Using HDF file: c:\GH\ras-commander\examples\example_projects\BaldEagleCrkMulti2D\BaldEagleDamBrk.p06.hdf 2024-11-06 16:15:02,200 - ras_commander.HdfMesh - INFO - Using existing HDF file: c:\GH\ras-commander\examples\example_projects\BaldEagleCrkMulti2D\BaldEagleDamBrk.p06.hdf 2024-11-06 16:15:03,135 - ras_commander.HdfBase - INFO - Using existing HDF file: c:\GH\ras-commander\examples\example_projects\BaldEagleCrkMulti2D\BaldEagleDamBrk.p06.hdf 2024-11-06 16:15:03,317 - ras_commander.HdfResultsMesh - INFO - Processed 37594 rows of summary output data 2024-11-06 16:15:03,319 - ras_commander.HdfResultsMesh - INFO - Finished get_mesh_summary_output 2024-11-06 16:15:03,320 - ras_commander.HdfResultsMesh - INFO - Finished get_mesh_summary
Mesh Summary Output (Maximum Courant):
{'mesh_name': 'BaldEagleCr', 'Can Interpolate': 'False', 'Can Plot': 'True', 'Coverage': 'Average', 'Location': 'Faces', 'Maximum Value of Data Set': 0.6819884, 'Minimum Value of Data Set': 0.0, 'Name': 'Face Courant Maximum', 'Orientation': 'Scalar', 'Row': 0, 'Rows Variables': [b'Courant Face', b'Time'], 'Units': 'vel*dt/length', 'Units per row': [b'vel*dt/length', b'days']}
| mesh_name | face_id | maximum_face_courant | maximum_face_courant_time | geometry | |
|---|---|---|---|---|---|
| 0 | BaldEagleCr | 0 | 0.000020 | 2018-09-09 11:03:20 | LINESTRING (2042125 351625, 2042375 351625) |
| 1 | BaldEagleCr | 1 | 0.000062 | 2018-09-09 11:32:40 | LINESTRING (2042375 351625, 2042375 351875) |
| 2 | BaldEagleCr | 2 | 0.000048 | 2018-09-10 07:02:40 | LINESTRING (2042375 351875, 2042125 351875) |
| 3 | BaldEagleCr | 3 | 0.000016 | 2018-09-09 11:03:20 | LINESTRING (2042125 351875, 2042125 351625) |
| 4 | BaldEagleCr | 4 | 0.000062 | 2018-09-09 11:05:20 | LINESTRING (2042375 351375, 2042375 351625) |
In [54]:
# Plot max Courant number
import matplotlib.pyplot as plt
from ras_commander.HdfMesh import HdfMesh
from ras_commander.HdfResultsMesh import HdfResultsMesh
from shapely.geometry import LineString
import geopandas as gpd
# Get mesh max Courant number
max_courant_df = HdfResultsMesh.get_mesh_summary(plan_hdf_path, var="Maximum Face Courant", ras_object=bald_eagle)
# Convert to GeoDataFrame
gdf = gpd.GeoDataFrame(max_courant_df)
# Get centroids of line geometries for plotting
gdf['centroid'] = gdf.geometry.centroid
gdf['x'] = gdf.centroid.x
gdf['y'] = gdf.centroid.y
# Create the plot
fig, ax = plt.subplots(figsize=(12, 8))
scatter = ax.scatter(gdf['x'], gdf['y'],
c=gdf['maximum_face_courant'],
cmap='viridis',
s=10)
# Customize the plot
ax.set_title('Max Courant Number per Face')
ax.set_xlabel('X Coordinate')
ax.set_ylabel('Y Coordinate')
plt.colorbar(scatter, label='Max Courant Number')
# Add grid lines
ax.grid(True, linestyle='--', alpha=0.7)
# Increase font size for better readability
plt.rcParams.update({'font.size': 12})
# Adjust layout to prevent cutting off labels
plt.tight_layout()
# Show the plot
plt.show()
# Print the first few rows of the dataframe for verification
print("\nFirst few rows of the Courant number dataframe:")
display(gdf.head())
2024-11-06 16:15:03,344 - ras_commander.HdfResultsMesh - INFO - Calling get_mesh_summary 2024-11-06 16:15:03,345 - ras_commander.HdfResultsMesh - INFO - Using HDF file: c:\GH\ras-commander\examples\example_projects\BaldEagleCrkMulti2D\BaldEagleDamBrk.p06.hdf 2024-11-06 16:15:03,347 - ras_commander.HdfResultsMesh - INFO - Calling get_mesh_summary_output 2024-11-06 16:15:03,348 - ras_commander.HdfResultsMesh - INFO - Processing summary output for variable: Maximum Face Courant 2024-11-06 16:15:03,463 - ras_commander.HdfMesh - INFO - Using HDF file: c:\GH\ras-commander\examples\example_projects\BaldEagleCrkMulti2D\BaldEagleDamBrk.p06.hdf 2024-11-06 16:15:03,464 - ras_commander.HdfMesh - INFO - Using existing HDF file: c:\GH\ras-commander\examples\example_projects\BaldEagleCrkMulti2D\BaldEagleDamBrk.p06.hdf 2024-11-06 16:15:04,405 - ras_commander.HdfBase - INFO - Using existing HDF file: c:\GH\ras-commander\examples\example_projects\BaldEagleCrkMulti2D\BaldEagleDamBrk.p06.hdf 2024-11-06 16:15:04,554 - ras_commander.HdfResultsMesh - INFO - Processed 37594 rows of summary output data 2024-11-06 16:15:04,556 - ras_commander.HdfResultsMesh - INFO - Finished get_mesh_summary_output 2024-11-06 16:15:04,557 - ras_commander.HdfResultsMesh - INFO - Finished get_mesh_summary
First few rows of the Courant number dataframe:
| mesh_name | face_id | maximum_face_courant | maximum_face_courant_time | geometry | centroid | x | y | |
|---|---|---|---|---|---|---|---|---|
| 0 | BaldEagleCr | 0 | 0.000020 | 2018-09-09 11:03:20 | LINESTRING (2042125 351625, 2042375 351625) | POINT (2042250 351625) | 2042250.0 | 351625.0 |
| 1 | BaldEagleCr | 1 | 0.000062 | 2018-09-09 11:32:40 | LINESTRING (2042375 351625, 2042375 351875) | POINT (2042375 351750) | 2042375.0 | 351750.0 |
| 2 | BaldEagleCr | 2 | 0.000048 | 2018-09-10 07:02:40 | LINESTRING (2042375 351875, 2042125 351875) | POINT (2042250 351875) | 2042250.0 | 351875.0 |
| 3 | BaldEagleCr | 3 | 0.000016 | 2018-09-09 11:03:20 | LINESTRING (2042125 351875, 2042125 351625) | POINT (2042125 351750) | 2042125.0 | 351750.0 |
| 4 | BaldEagleCr | 4 | 0.000062 | 2018-09-09 11:05:20 | LINESTRING (2042375 351375, 2042375 351625) | POINT (2042375 351500) | 2042375.0 | 351500.0 |
In [55]:
# Example: Get mesh summary output for other Datasets (here we retrieve Maximum Face Courant)
max_face_shear_df = HdfResultsMesh.get_mesh_summary(plan_hdf_path, var="Maximum Face Shear Stress", ras_object=bald_eagle)
print("\nMesh Summary Output (Maximum Face Shear Stress:")
print(max_face_shear_df.attrs)
display(max_face_shear_df.head())
2024-11-06 16:15:05,546 - ras_commander.HdfResultsMesh - INFO - Calling get_mesh_summary 2024-11-06 16:15:05,548 - ras_commander.HdfResultsMesh - INFO - Using HDF file: c:\GH\ras-commander\examples\example_projects\BaldEagleCrkMulti2D\BaldEagleDamBrk.p06.hdf 2024-11-06 16:15:05,548 - ras_commander.HdfResultsMesh - INFO - Calling get_mesh_summary_output 2024-11-06 16:15:05,549 - ras_commander.HdfResultsMesh - INFO - Processing summary output for variable: Maximum Face Shear Stress 2024-11-06 16:15:05,647 - ras_commander.HdfMesh - INFO - Using HDF file: c:\GH\ras-commander\examples\example_projects\BaldEagleCrkMulti2D\BaldEagleDamBrk.p06.hdf 2024-11-06 16:15:05,648 - ras_commander.HdfMesh - INFO - Using existing HDF file: c:\GH\ras-commander\examples\example_projects\BaldEagleCrkMulti2D\BaldEagleDamBrk.p06.hdf 2024-11-06 16:15:06,409 - ras_commander.HdfBase - INFO - Using existing HDF file: c:\GH\ras-commander\examples\example_projects\BaldEagleCrkMulti2D\BaldEagleDamBrk.p06.hdf 2024-11-06 16:15:06,573 - ras_commander.HdfResultsMesh - INFO - Processed 37594 rows of summary output data 2024-11-06 16:15:06,574 - ras_commander.HdfResultsMesh - INFO - Finished get_mesh_summary_output 2024-11-06 16:15:06,575 - ras_commander.HdfResultsMesh - INFO - Finished get_mesh_summary
Mesh Summary Output (Maximum Face Shear Stress:
{'mesh_name': 'BaldEagleCr', 'Max Time': 0.0, 'Max Value': 0.0, 'Min Time': 0.0, 'Min Value': 0.0, 'Rows Variables': [b'Shear Stress', b'Time'], 'Units': [b'PSF', b'days']}
| mesh_name | face_id | maximum_face_shear_stress | maximum_face_shear_stress_time | geometry | |
|---|---|---|---|---|---|
| 0 | BaldEagleCr | 0 | 0.0 | 2018-09-09 | LINESTRING (2042125 351625, 2042375 351625) |
| 1 | BaldEagleCr | 1 | 0.0 | 2018-09-09 | LINESTRING (2042375 351625, 2042375 351875) |
| 2 | BaldEagleCr | 2 | 0.0 | 2018-09-09 | LINESTRING (2042375 351875, 2042125 351875) |
| 3 | BaldEagleCr | 3 | 0.0 | 2018-09-09 | LINESTRING (2042125 351875, 2042125 351625) |
| 4 | BaldEagleCr | 4 | 0.0 | 2018-09-09 | LINESTRING (2042375 351375, 2042375 351625) |
In [56]:
# Plot max face shear stress
import matplotlib.pyplot as plt
from ras_commander.HdfMesh import HdfMesh
from ras_commander.HdfResultsMesh import HdfResultsMesh
from shapely.geometry import Point, LineString
import geopandas as gpd
# Get mesh max face shear stress
max_shear_df = HdfResultsMesh.get_mesh_summary(plan_hdf_path, var="Maximum Face Shear Stress", ras_object=bald_eagle)
# Calculate centroids of the line geometries and extract coordinates
max_shear_df['centroid'] = max_shear_df['geometry'].apply(lambda line: line.centroid)
max_shear_df['x'] = max_shear_df['centroid'].apply(lambda point: point.x)
max_shear_df['y'] = max_shear_df['centroid'].apply(lambda point: point.y)
# Create the plot
fig, ax = plt.subplots(figsize=(12, 8))
scatter = ax.scatter(max_shear_df['x'], max_shear_df['y'],
c=max_shear_df['maximum_face_shear_stress'],
cmap='viridis',
s=10)
# Customize the plot
ax.set_title('Max Face Shear Stress per Face')
ax.set_xlabel('X Coordinate')
ax.set_ylabel('Y Coordinate')
plt.colorbar(scatter, label='Max Face Shear Stress (PSF)')
# Add grid lines
ax.grid(True, linestyle='--', alpha=0.7)
# Increase font size for better readability
plt.rcParams.update({'font.size': 12})
# Adjust layout to prevent cutting off labels
plt.tight_layout()
# Show the plot
plt.show()
# Print the first few rows of the dataframe for verification
print("\nFirst few rows of the shear stress dataframe:")
display(max_shear_df.head())
2024-11-06 16:15:06,600 - ras_commander.HdfResultsMesh - INFO - Calling get_mesh_summary 2024-11-06 16:15:06,601 - ras_commander.HdfResultsMesh - INFO - Using HDF file: c:\GH\ras-commander\examples\example_projects\BaldEagleCrkMulti2D\BaldEagleDamBrk.p06.hdf 2024-11-06 16:15:06,602 - ras_commander.HdfResultsMesh - INFO - Calling get_mesh_summary_output 2024-11-06 16:15:06,604 - ras_commander.HdfResultsMesh - INFO - Processing summary output for variable: Maximum Face Shear Stress 2024-11-06 16:15:06,738 - ras_commander.HdfMesh - INFO - Using HDF file: c:\GH\ras-commander\examples\example_projects\BaldEagleCrkMulti2D\BaldEagleDamBrk.p06.hdf 2024-11-06 16:15:06,739 - ras_commander.HdfMesh - INFO - Using existing HDF file: c:\GH\ras-commander\examples\example_projects\BaldEagleCrkMulti2D\BaldEagleDamBrk.p06.hdf 2024-11-06 16:15:07,660 - ras_commander.HdfBase - INFO - Using existing HDF file: c:\GH\ras-commander\examples\example_projects\BaldEagleCrkMulti2D\BaldEagleDamBrk.p06.hdf 2024-11-06 16:15:07,816 - ras_commander.HdfResultsMesh - INFO - Processed 37594 rows of summary output data 2024-11-06 16:15:07,820 - ras_commander.HdfResultsMesh - INFO - Finished get_mesh_summary_output 2024-11-06 16:15:07,821 - ras_commander.HdfResultsMesh - INFO - Finished get_mesh_summary
First few rows of the shear stress dataframe:
| mesh_name | face_id | maximum_face_shear_stress | maximum_face_shear_stress_time | geometry | centroid | x | y | |
|---|---|---|---|---|---|---|---|---|
| 0 | BaldEagleCr | 0 | 0.0 | 2018-09-09 | LINESTRING (2042125 351625, 2042375 351625) | POINT (2042250 351625) | 2042250.0 | 351625.0 |
| 1 | BaldEagleCr | 1 | 0.0 | 2018-09-09 | LINESTRING (2042375 351625, 2042375 351875) | POINT (2042375 351750) | 2042375.0 | 351750.0 |
| 2 | BaldEagleCr | 2 | 0.0 | 2018-09-09 | LINESTRING (2042375 351875, 2042125 351875) | POINT (2042250 351875) | 2042250.0 | 351875.0 |
| 3 | BaldEagleCr | 3 | 0.0 | 2018-09-09 | LINESTRING (2042125 351875, 2042125 351625) | POINT (2042125 351750) | 2042125.0 | 351750.0 |
| 4 | BaldEagleCr | 4 | 0.0 | 2018-09-09 | LINESTRING (2042375 351375, 2042375 351625) | POINT (2042375 351500) | 2042375.0 | 351500.0 |
In [57]:
# Example: Get mesh summary output for Minimum Water Surface
summary_df_min_ws = HdfResultsMesh.get_mesh_summary(plan_hdf_path, var="Minimum Water Surface", ras_object=bald_eagle)
print("\nMesh Summary Output (Minimum Water Surface):")
display(summary_df_min_ws.head())
# Example: Get mesh summary output for Minimum Face Velocity
summary_df_min_fv = HdfResultsMesh.get_mesh_summary(plan_hdf_path, var="Minimum Face Velocity", ras_object=bald_eagle)
print("\nMesh Summary Output (Minimum Face Velocity):")
display(summary_df_min_fv.head())
# Example: Get mesh summary output for Cell Cumulative Iteration
summary_df_cum_iter = HdfResultsMesh.get_mesh_summary(plan_hdf_path, var="Cell Cumulative Iteration", ras_object=bald_eagle)
print("\nMesh Summary Output (Cell Cumulative Iteration):")
display(summary_df_cum_iter.head())
2024-11-06 16:15:10,384 - ras_commander.HdfResultsMesh - INFO - Calling get_mesh_summary 2024-11-06 16:15:10,386 - ras_commander.HdfResultsMesh - INFO - Using HDF file: c:\GH\ras-commander\examples\example_projects\BaldEagleCrkMulti2D\BaldEagleDamBrk.p06.hdf 2024-11-06 16:15:10,387 - ras_commander.HdfResultsMesh - INFO - Calling get_mesh_summary_output 2024-11-06 16:15:10,389 - ras_commander.HdfResultsMesh - INFO - Processing summary output for variable: Minimum Water Surface 2024-11-06 16:15:10,455 - ras_commander.HdfMesh - INFO - Using HDF file: c:\GH\ras-commander\examples\example_projects\BaldEagleCrkMulti2D\BaldEagleDamBrk.p06.hdf 2024-11-06 16:15:10,457 - ras_commander.HdfMesh - INFO - Using existing HDF file: c:\GH\ras-commander\examples\example_projects\BaldEagleCrkMulti2D\BaldEagleDamBrk.p06.hdf 2024-11-06 16:15:10,875 - ras_commander.HdfBase - INFO - Using existing HDF file: c:\GH\ras-commander\examples\example_projects\BaldEagleCrkMulti2D\BaldEagleDamBrk.p06.hdf 2024-11-06 16:15:10,959 - ras_commander.HdfResultsMesh - INFO - Processed 19597 rows of summary output data 2024-11-06 16:15:10,960 - ras_commander.HdfResultsMesh - INFO - Finished get_mesh_summary_output 2024-11-06 16:15:10,961 - ras_commander.HdfResultsMesh - INFO - Finished get_mesh_summary
Mesh Summary Output (Minimum Water Surface):
| mesh_name | cell_id | minimum_water_surface | minimum_water_surface_time | geometry | |
|---|---|---|---|---|---|
| 0 | BaldEagleCr | 0 | 701.151245 | 2018-09-09 00:00:20 | POINT (2083000 370750) |
| 1 | BaldEagleCr | 1 | 689.052246 | 2018-09-09 00:00:20 | POINT (2083250 370750) |
| 2 | BaldEagleCr | 2 | 669.774719 | 2018-09-09 00:00:20 | POINT (2083500 370750) |
| 3 | BaldEagleCr | 3 | 658.986938 | 2018-09-09 00:00:20 | POINT (2083750 370750) |
| 4 | BaldEagleCr | 4 | 658.720581 | 2018-09-09 00:00:20 | POINT (2084000 370750) |
2024-11-06 16:15:10,970 - ras_commander.HdfResultsMesh - INFO - Calling get_mesh_summary 2024-11-06 16:15:10,971 - ras_commander.HdfResultsMesh - INFO - Using HDF file: c:\GH\ras-commander\examples\example_projects\BaldEagleCrkMulti2D\BaldEagleDamBrk.p06.hdf 2024-11-06 16:15:10,972 - ras_commander.HdfResultsMesh - INFO - Calling get_mesh_summary_output 2024-11-06 16:15:10,973 - ras_commander.HdfResultsMesh - INFO - Processing summary output for variable: Minimum Face Velocity 2024-11-06 16:15:11,087 - ras_commander.HdfMesh - INFO - Using HDF file: c:\GH\ras-commander\examples\example_projects\BaldEagleCrkMulti2D\BaldEagleDamBrk.p06.hdf 2024-11-06 16:15:11,088 - ras_commander.HdfMesh - INFO - Using existing HDF file: c:\GH\ras-commander\examples\example_projects\BaldEagleCrkMulti2D\BaldEagleDamBrk.p06.hdf 2024-11-06 16:15:11,880 - ras_commander.HdfBase - INFO - Using existing HDF file: c:\GH\ras-commander\examples\example_projects\BaldEagleCrkMulti2D\BaldEagleDamBrk.p06.hdf 2024-11-06 16:15:11,998 - ras_commander.HdfResultsMesh - INFO - Processed 37594 rows of summary output data 2024-11-06 16:15:12,000 - ras_commander.HdfResultsMesh - INFO - Finished get_mesh_summary_output 2024-11-06 16:15:12,001 - ras_commander.HdfResultsMesh - INFO - Finished get_mesh_summary
Mesh Summary Output (Minimum Face Velocity):
| mesh_name | face_id | minimum_face_velocity | minimum_face_velocity_time | geometry | |
|---|---|---|---|---|---|
| 0 | BaldEagleCr | 0 | 0.0 | 2018-09-09 00:00:20 | LINESTRING (2042125 351625, 2042375 351625) |
| 1 | BaldEagleCr | 1 | 0.0 | 2018-09-09 00:00:20 | LINESTRING (2042375 351625, 2042375 351875) |
| 2 | BaldEagleCr | 2 | 0.0 | 2018-09-09 00:00:20 | LINESTRING (2042375 351875, 2042125 351875) |
| 3 | BaldEagleCr | 3 | 0.0 | 2018-09-09 00:00:20 | LINESTRING (2042125 351875, 2042125 351625) |
| 4 | BaldEagleCr | 4 | 0.0 | 2018-09-09 00:00:20 | LINESTRING (2042375 351375, 2042375 351625) |
2024-11-06 16:15:12,008 - ras_commander.HdfResultsMesh - INFO - Calling get_mesh_summary 2024-11-06 16:15:12,010 - ras_commander.HdfResultsMesh - INFO - Using HDF file: c:\GH\ras-commander\examples\example_projects\BaldEagleCrkMulti2D\BaldEagleDamBrk.p06.hdf 2024-11-06 16:15:12,011 - ras_commander.HdfResultsMesh - INFO - Calling get_mesh_summary_output 2024-11-06 16:15:12,012 - ras_commander.HdfResultsMesh - INFO - Processing summary output for variable: Cell Cumulative Iteration 2024-11-06 16:15:12,016 - ras_commander.HdfMesh - INFO - Using HDF file: c:\GH\ras-commander\examples\example_projects\BaldEagleCrkMulti2D\BaldEagleDamBrk.p06.hdf 2024-11-06 16:15:12,018 - ras_commander.HdfMesh - INFO - Using existing HDF file: c:\GH\ras-commander\examples\example_projects\BaldEagleCrkMulti2D\BaldEagleDamBrk.p06.hdf 2024-11-06 16:15:12,261 - ras_commander.HdfBase - INFO - Using existing HDF file: c:\GH\ras-commander\examples\example_projects\BaldEagleCrkMulti2D\BaldEagleDamBrk.p06.hdf 2024-11-06 16:15:12,339 - ras_commander.HdfResultsMesh - INFO - Processed 19597 rows of summary output data 2024-11-06 16:15:12,341 - ras_commander.HdfResultsMesh - INFO - Finished get_mesh_summary_output 2024-11-06 16:15:12,341 - ras_commander.HdfResultsMesh - INFO - Finished get_mesh_summary
Mesh Summary Output (Cell Cumulative Iteration):
| mesh_name | cell_id | cell_cumulative_iteration | geometry | |
|---|---|---|---|---|
| 0 | BaldEagleCr | 0 | 0.0 | POINT (2083000 370750) |
| 1 | BaldEagleCr | 1 | 0.0 | POINT (2083250 370750) |
| 2 | BaldEagleCr | 2 | 0.0 | POINT (2083500 370750) |
| 3 | BaldEagleCr | 3 | 0.0 | POINT (2083750 370750) |
| 4 | BaldEagleCr | 4 | 0.0 | POINT (2084000 370750) |
In [58]:
# Get mesh timeseries output
# Get mesh areas from previous code cell
mesh_areas = HdfMesh.get_mesh_area_names(geom_hdf_path, ras_object=bald_eagle)
if mesh_areas:
mesh_name = mesh_areas[0] # Use the first 2D flow area name
timeseries_da = HdfResultsMesh.get_mesh_timeseries(plan_hdf_path, mesh_name, "Water Surface", ras_object=bald_eagle)
print(f"\nMesh Timeseries Output (Water Surface) for {mesh_name}:")
print(timeseries_da)
else:
print("No mesh areas found in the geometry file.")
2024-11-06 16:15:12,357 - ras_commander.HdfMesh - INFO - Using HDF file: c:\GH\ras-commander\examples\example_projects\BaldEagleCrkMulti2D\BaldEagleDamBrk.g09.hdf 2024-11-06 16:15:12,360 - ras_commander.HdfResultsMesh - INFO - Calling get_mesh_timeseries 2024-11-06 16:15:12,362 - ras_commander.HdfResultsMesh - INFO - Using HDF file: c:\GH\ras-commander\examples\example_projects\BaldEagleCrkMulti2D\BaldEagleDamBrk.p06.hdf 2024-11-06 16:15:13,045 - ras_commander.HdfResultsMesh - INFO - Finished get_mesh_timeseries
Mesh Timeseries Output (Water Surface) for BaldEagleCr:
<xarray.DataArray (time: 721, cell_id: 19597)> Size: 57MB
array([[701.15125, 689.05225, 669.7747 , ..., 696.1488 , 773.81085,
782.3656 ],
[701.15125, 689.05225, 669.7747 , ..., 696.1488 , 773.81085,
782.3656 ],
[701.15125, 689.05225, 669.7747 , ..., 696.1488 , 773.81085,
782.3656 ],
...,
[701.75244, 689.78314, 670.0496 , ..., 696.1488 , 773.81085,
782.3656 ],
[701.75183, 689.7824 , 670.0493 , ..., 696.1488 , 773.81085,
782.3656 ],
[701.7513 , 689.78174, 670.0491 , ..., 696.1488 , 773.81085,
782.3656 ]], dtype=float32)
Coordinates:
* time (time) datetime64[ns] 6kB 2018-09-09 ... 2018-09-14
* cell_id (cell_id) int32 78kB 0 1 2 3 4 5 ... 19592 19593 19594 19595 19596
Attributes:
units: ft
mesh_name: BaldEagleCr
variable: Water Surface
In [59]:
# Time Series Output Variables for Cells
#
# Variable Name: Description
# Water Surface: Water surface elevation
# Depth: Water depth
# Velocity: Magnitude of velocity
# Velocity X: X-component of velocity
# Velocity Y: Y-component of velocity
# Froude Number: Froude number
# Courant Number: Courant number
# Shear Stress: Shear stress on the bed
# Bed Elevation: Elevation of the bed
# Precipitation Rate: Rate of precipitation
# Infiltration Rate: Rate of infiltration
# Evaporation Rate: Rate of evaporation
# Percolation Rate: Rate of percolation
# Groundwater Elevation: Elevation of groundwater
# Groundwater Depth: Depth to groundwater
# Groundwater Flow: Groundwater flow rate
# Groundwater Velocity: Magnitude of groundwater velocity
# Groundwater Velocity X: X-component of groundwater velocity
# Groundwater Velocity Y: Y-component of groundwater velocity
#
# These variables are available for time series output at the cell level in 2D flow areas.
In [60]:
# Get mesh cells timeseries output
cells_timeseries_ds = HdfResultsMesh.get_mesh_cells_timeseries(plan_hdf_path, mesh_name, ras_object=bald_eagle)
print("\nMesh Cells Timeseries Output:")
print(cells_timeseries_ds)
2024-11-06 16:15:13,075 - ras_commander.HdfResultsMesh - INFO - Calling get_mesh_cells_timeseries 2024-11-06 16:15:13,077 - ras_commander.HdfResultsMesh - INFO - Using HDF file: c:\GH\ras-commander\examples\example_projects\BaldEagleCrkMulti2D\BaldEagleDamBrk.p06.hdf 2024-11-06 16:15:13,633 - ras_commander.HdfResultsMesh - WARNING - Variable 'Depth' not found in the HDF file for mesh 'BaldEagleCr'. Skipping. 2024-11-06 16:15:13,634 - ras_commander.HdfResultsMesh - WARNING - Variable 'Velocity' not found in the HDF file for mesh 'BaldEagleCr'. Skipping. 2024-11-06 16:15:13,635 - ras_commander.HdfResultsMesh - WARNING - Variable 'Velocity X' not found in the HDF file for mesh 'BaldEagleCr'. Skipping. 2024-11-06 16:15:13,636 - ras_commander.HdfResultsMesh - WARNING - Variable 'Velocity Y' not found in the HDF file for mesh 'BaldEagleCr'. Skipping. 2024-11-06 16:15:13,637 - ras_commander.HdfResultsMesh - WARNING - Variable 'Froude Number' not found in the HDF file for mesh 'BaldEagleCr'. Skipping. 2024-11-06 16:15:13,638 - ras_commander.HdfResultsMesh - WARNING - Variable 'Courant Number' not found in the HDF file for mesh 'BaldEagleCr'. Skipping. 2024-11-06 16:15:13,639 - ras_commander.HdfResultsMesh - WARNING - Variable 'Shear Stress' not found in the HDF file for mesh 'BaldEagleCr'. Skipping. 2024-11-06 16:15:13,640 - ras_commander.HdfResultsMesh - WARNING - Variable 'Bed Elevation' not found in the HDF file for mesh 'BaldEagleCr'. Skipping. 2024-11-06 16:15:13,640 - ras_commander.HdfResultsMesh - WARNING - Variable 'Precipitation Rate' not found in the HDF file for mesh 'BaldEagleCr'. Skipping. 2024-11-06 16:15:13,641 - ras_commander.HdfResultsMesh - WARNING - Variable 'Infiltration Rate' not found in the HDF file for mesh 'BaldEagleCr'. Skipping. 2024-11-06 16:15:13,643 - ras_commander.HdfResultsMesh - WARNING - Variable 'Evaporation Rate' not found in the HDF file for mesh 'BaldEagleCr'. Skipping. 2024-11-06 16:15:13,644 - ras_commander.HdfResultsMesh - WARNING - Variable 'Percolation Rate' not found in the HDF file for mesh 'BaldEagleCr'. Skipping. 2024-11-06 16:15:13,645 - ras_commander.HdfResultsMesh - WARNING - Variable 'Groundwater Elevation' not found in the HDF file for mesh 'BaldEagleCr'. Skipping. 2024-11-06 16:15:13,646 - ras_commander.HdfResultsMesh - WARNING - Variable 'Groundwater Depth' not found in the HDF file for mesh 'BaldEagleCr'. Skipping. 2024-11-06 16:15:13,647 - ras_commander.HdfResultsMesh - WARNING - Variable 'Groundwater Flow' not found in the HDF file for mesh 'BaldEagleCr'. Skipping. 2024-11-06 16:15:13,648 - ras_commander.HdfResultsMesh - WARNING - Variable 'Groundwater Velocity' not found in the HDF file for mesh 'BaldEagleCr'. Skipping. 2024-11-06 16:15:13,648 - ras_commander.HdfResultsMesh - WARNING - Variable 'Groundwater Velocity X' not found in the HDF file for mesh 'BaldEagleCr'. Skipping. 2024-11-06 16:15:13,649 - ras_commander.HdfResultsMesh - WARNING - Variable 'Groundwater Velocity Y' not found in the HDF file for mesh 'BaldEagleCr'. Skipping. 2024-11-06 16:15:15,794 - ras_commander.HdfResultsMesh - WARNING - Variable 'Face Courant' not found in the HDF file for mesh 'BaldEagleCr'. Skipping. 2024-11-06 16:15:15,795 - ras_commander.HdfResultsMesh - WARNING - Variable 'Face Cumulative Volume' not found in the HDF file for mesh 'BaldEagleCr'. Skipping. 2024-11-06 16:15:15,939 - ras_commander.HdfResultsMesh - WARNING - Variable 'Face Flow Period Average' not found in the HDF file for mesh 'BaldEagleCr'. Skipping. 2024-11-06 16:15:15,939 - ras_commander.HdfResultsMesh - WARNING - Variable 'Face Friction Term' not found in the HDF file for mesh 'BaldEagleCr'. Skipping. 2024-11-06 16:15:15,940 - ras_commander.HdfResultsMesh - WARNING - Variable 'Face Pressure Gradient Term' not found in the HDF file for mesh 'BaldEagleCr'. Skipping. 2024-11-06 16:15:16,502 - ras_commander.HdfResultsMesh - WARNING - Variable 'Face Tangential Velocity' not found in the HDF file for mesh 'BaldEagleCr'. Skipping. 2024-11-06 16:15:16,506 - ras_commander.HdfResultsMesh - INFO - Finished get_mesh_cells_timeseries
Mesh Cells Timeseries Output:
{'BaldEagleCr': <xarray.Dataset> Size: 599MB
Dimensions: (time: 721, cell_id: 19597, face_id: 37594)
Coordinates:
* time (time) datetime64[ns] 6kB 2018-09-09 ... 2018-09-14
* cell_id (cell_id) int32 78kB 0 1 2 3 ... 19594 19595 19596
* face_id (face_id) int32 150kB 0 1 2 3 ... 37591 37592 37593
Data variables:
Water Surface (time, cell_id) float32 57MB 701.2 689.1 ... 782.4
Face Velocity (time, face_id) float32 108MB 0.0 0.0 0.0 ... 0.0 0.0
Face Flow (time, face_id) float32 108MB 0.0 0.0 0.0 ... 0.0 0.0
Face Water Surface (time, face_id) float32 108MB 620.1 630.9 ... 782.4
Face Eddy Viscosity (time, face_id) float32 108MB 0.0 0.0 0.0 ... 0.0 0.0
Face Shear Stress (time, face_id) float32 108MB 0.0 0.0 0.0 ... 0.0 0.0
Attributes:
mesh_name: BaldEagleCr
start_time: 2018-09-09 00:00:00}
In [61]:
# Plot Cell Time Series Data (Random Cell ID)
import matplotlib.pyplot as plt
import numpy as np
import random
# Extract Water Surface data
water_surface = cells_timeseries_ds['BaldEagleCr']['Water Surface']
# Get the time values
time_values = water_surface.coords['time'].values
# Pick a random cell_id
random_cell_id = random.choice(water_surface.coords['cell_id'].values)
# Extract the water surface elevation time series for the random cell
wsel_timeseries = water_surface.sel(cell_id=random_cell_id)
# Find the peak value and its index
peak_value = wsel_timeseries.max().item()
peak_index = wsel_timeseries.argmax().item()
# Create the plot
plt.figure(figsize=(12, 6))
plt.plot(time_values, wsel_timeseries, label=f'Cell ID: {random_cell_id}')
plt.scatter(time_values[peak_index], peak_value, color='red', s=100, zorder=5)
plt.annotate(f'Peak: {peak_value:.2f} ft',
(time_values[peak_index], peak_value),
xytext=(10, 10), textcoords='offset points',
ha='left', va='bottom',
bbox=dict(boxstyle='round,pad=0.5', fc='yellow', alpha=0.5),
arrowprops=dict(arrowstyle='->', connectionstyle='arc3,rad=0'))
plt.title(f'Water Surface Elevation Time Series for Random Cell (ID: {random_cell_id})')
plt.xlabel('Time')
plt.ylabel('Water Surface Elevation (ft)')
plt.legend()
plt.grid(True)
plt.tight_layout()
# Log the plotting action
logging.info(f"Plotted water surface elevation time series for random cell ID: {random_cell_id}")
# Display the plot
plt.show()
# Print some statistics
print(f"Statistics for Cell ID {random_cell_id}:")
print(f"Minimum WSEL: {wsel_timeseries.min().item():.2f} ft")
print(f"Maximum WSEL: {peak_value:.2f} ft")
print(f"Mean WSEL: {wsel_timeseries.mean().item():.2f} ft")
print(f"Time of peak: {time_values[peak_index]}")
2024-11-06 16:15:16,611 - root - INFO - Plotted water surface elevation time series for random cell ID: 7630
Statistics for Cell ID 7630: Minimum WSEL: 643.40 ft Maximum WSEL: 644.13 ft Mean WSEL: 643.57 ft Time of peak: 2018-09-10T09:30:00.000000000
In [62]:
# Get mesh faces timeseries output
faces_timeseries_ds = HdfResultsMesh.get_mesh_faces_timeseries(plan_hdf_path, mesh_name, ras_object=bald_eagle)
print("\nMesh Faces Timeseries Output:")
print(faces_timeseries_ds)
2024-11-06 16:15:16,842 - ras_commander.HdfResultsMesh - INFO - Calling get_mesh_faces_timeseries 2024-11-06 16:15:16,844 - ras_commander.HdfResultsMesh - INFO - Using HDF file: c:\GH\ras-commander\examples\example_projects\BaldEagleCrkMulti2D\BaldEagleDamBrk.p06.hdf 2024-11-06 16:15:16,844 - ras_commander.HdfResultsMesh - INFO - Calling get_mesh_timeseries 2024-11-06 16:15:16,845 - ras_commander.HdfResultsMesh - INFO - Using existing HDF file: c:\GH\ras-commander\examples\example_projects\BaldEagleCrkMulti2D\BaldEagleDamBrk.p06.hdf 2024-11-06 16:15:17,874 - ras_commander.HdfResultsMesh - INFO - Finished get_mesh_timeseries 2024-11-06 16:15:17,874 - ras_commander.HdfResultsMesh - INFO - Calling get_mesh_timeseries 2024-11-06 16:15:17,875 - ras_commander.HdfResultsMesh - INFO - Using existing HDF file: c:\GH\ras-commander\examples\example_projects\BaldEagleCrkMulti2D\BaldEagleDamBrk.p06.hdf 2024-11-06 16:15:18,882 - ras_commander.HdfResultsMesh - INFO - Finished get_mesh_timeseries 2024-11-06 16:15:18,884 - ras_commander.HdfResultsMesh - INFO - Finished get_mesh_faces_timeseries
Mesh Faces Timeseries Output:
<xarray.Dataset> Size: 217MB
Dimensions: (time: 720, face_id: 37594)
Coordinates:
* time (time) datetime64[ns] 6kB 2018-09-09T00:10:00 ... 2018-09-14
* face_id (face_id) int32 150kB 0 1 2 3 4 ... 37590 37591 37592 37593
Data variables:
face_velocity (time, face_id) float32 108MB 0.0 0.0 0.0 0.0 ... 0.0 0.0 0.0
face_flow (time, face_id) float32 108MB 0.0 0.0 0.0 0.0 ... 0.0 0.0 0.0
Attributes:
units: ft/s
mesh_name: BaldEagleCr
variable: Face Velocity
In [63]:
# Plot Random Face Results and Label Peak, Plus Map View
# Step 1: Import necessary libraries
# In notebook cell at top of notebook
# Step 2: Select a random valid face ID number
random_face = np.random.randint(0, faces_timeseries_ds.sizes['face_id'])
# Step 3: Extract time series data for the selected face
variable = 'face_velocity' # We could also use 'face_flow'
face_data = faces_timeseries_ds[variable].sel(face_id=random_face)
# Step 4: Find peak value and its corresponding time
peak_value = face_data.max().item()
peak_time = face_data.idxmax().values
# Plot time series
plt.figure(figsize=(12, 8))
plt.plot(faces_timeseries_ds.time, face_data)
plt.title(f'{variable.capitalize()} Time Series for Face {random_face}')
plt.xlabel('Time')
plt.ylabel(f'{variable.capitalize()} ({faces_timeseries_ds.attrs["units"]})')
plt.grid(True)
# Annotate the peak point
plt.annotate(f'Peak: ({peak_time}, {peak_value:.2f})',
(peak_time, peak_value),
xytext=(10, 10), textcoords='offset points',
arrowprops=dict(arrowstyle="->"))
# Check for negative values and label the minimum if present
min_value = face_data.min().item()
if min_value < 0:
min_time = face_data.idxmin().values
plt.annotate(f'Min: ({min_time}, {min_value:.2f})',
(min_time, min_value),
xytext=(10, -10), textcoords='offset points',
arrowprops=dict(arrowstyle="->"))
plt.tight_layout()
plt.show()
# Create map view plot
fig, ax = plt.subplots(figsize=(12, 8))
# Get mesh faces for map view
mesh_faces = HdfMesh.get_mesh_cell_faces(plan_hdf_path, ras_object=bald_eagle)
# Calculate mesh faces extents with 10% buffer
faces_bounds = mesh_faces.total_bounds
x_min, y_min, x_max, y_max = faces_bounds
buffer_x = (x_max - x_min) * 0.1
buffer_y = (y_max - y_min) * 0.1
plot_xlim = [x_min - buffer_x, x_max + buffer_x]
plot_ylim = [y_min - buffer_y, y_max + buffer_y]
# Set plot limits before adding terrain
ax.set_xlim(plot_xlim)
ax.set_ylim(plot_ylim)
# Add the terrain TIFF to the map, clipped to our desired extent
tiff_path = Path.cwd() / 'example_projects' / 'BaldEagleCrkMulti2D' / 'Terrain' / 'Terrain50.baldeagledem.tif'
with rasterio.open(tiff_path) as src:
show(src, ax=ax, cmap='terrain', alpha=0.5)
# Reset the limits after terrain plot
ax.set_xlim(plot_xlim)
ax.set_ylim(plot_ylim)
# Plot all faces in gray
mesh_faces.plot(ax=ax, color='lightgray', alpha=0.5, zorder=2)
# Get the selected face geometry
selected_face = mesh_faces[mesh_faces['face_id'] == random_face]
# Highlight the selected face in red
selected_face.plot(
ax=ax,
color='red',
linewidth=2,
label=f'Selected Face (ID: {random_face})',
zorder=3
)
# Get bounds of selected face for zoomed inset
bounds = selected_face.geometry.bounds.iloc[0]
x_center = (bounds.iloc[0] + bounds.iloc[2]) / 2
y_center = (bounds.iloc[1] + bounds.iloc[3]) / 2
buffer = max(bounds.iloc[2] - bounds.iloc[0], bounds.iloc[3] - bounds.iloc[1]) * 2
# Create zoomed inset with a larger size, inside the map frame
axins = inset_axes(ax, width="70%", height="70%", loc='lower right',
bbox_to_anchor=(0.65, 0.05, 0.35, 0.35),
bbox_transform=ax.transAxes)
# Plot terrain and faces in inset
with rasterio.open(tiff_path) as src:
show(src, ax=axins, cmap='terrain', alpha=0.5)
# Plot zoomed view in inset
mesh_faces.plot(ax=axins, color='lightgray', alpha=0.5, zorder=2)
selected_face.plot(ax=axins, color='red', linewidth=2, zorder=3)
# Set inset limits with slightly more context
axins.set_xlim(x_center - buffer/1.5, x_center + buffer/1.5)
axins.set_ylim(y_center - buffer/1.5, y_center + buffer/1.5)
# Remove inset ticks for cleaner look
axins.set_xticks([])
axins.set_yticks([])
# Add a border to the inset
for spine in axins.spines.values():
spine.set_edgecolor('black')
spine.set_linewidth(1.5)
# Create connection lines between main plot and inset
# Get the selected face centroid for connection point
centroid = selected_face.geometry.centroid.iloc[0]
con1 = ConnectionPatch(
xyA=(centroid.x, centroid.y), coordsA=ax.transData,
xyB=(0.02, 0.98), coordsB=axins.transAxes,
arrowstyle="-", linestyle="--", color="gray", alpha=0.6
)
con2 = ConnectionPatch(
xyA=(centroid.x, centroid.y), coordsA=ax.transData,
xyB=(0.98, 0.02), coordsB=axins.transAxes,
arrowstyle="-", linestyle="--", color="gray", alpha=0.6
)
ax.add_artist(con1)
ax.add_artist(con2)
# Add title and legend to main plot
ax.set_title('Mesh Face Map View with Terrain')
ax.legend()
# Ensure equal aspect ratio while maintaining our desired extents
ax.set_aspect('equal', adjustable='box')
plt.tight_layout()
plt.show()
# Print summary information
print(f"Random Face: {random_face}")
print(f"Peak Value: {peak_value:.2f} {faces_timeseries_ds.attrs['units']} at {peak_time}")
if min_value < 0:
print(f"Minimum Value: {min_value:.2f} {faces_timeseries_ds.attrs['units']} at {min_time}")
# Log the plotting action
logging.info(f"Plotted mesh face time series and map view for random face ID: {random_face} with terrain")
2024-11-06 16:15:19,215 - ras_commander.HdfMesh - INFO - Using HDF file: c:\GH\ras-commander\examples\example_projects\BaldEagleCrkMulti2D\BaldEagleDamBrk.p06.hdf 2024-11-06 16:15:19,216 - ras_commander.HdfMesh - INFO - Using existing HDF file: c:\GH\ras-commander\examples\example_projects\BaldEagleCrkMulti2D\BaldEagleDamBrk.p06.hdf 2024-11-06 16:15:20,022 - ras_commander.HdfBase - INFO - Using existing HDF file: c:\GH\ras-commander\examples\example_projects\BaldEagleCrkMulti2D\BaldEagleDamBrk.p06.hdf C:\Users\billk\AppData\Local\Temp\ipykernel_36876\2871066189.py:141: UserWarning: This figure includes Axes that are not compatible with tight_layout, so results might be incorrect. plt.tight_layout()
2024-11-06 16:15:37,972 - root - INFO - Plotted mesh face time series and map view for random face ID: 2991 with terrain
Random Face: 2991 Peak Value: 0.00 ft/s at 2018-09-10T12:00:00.000000000 Minimum Value: -0.02 ft/s at 2018-09-10T10:10:00.000000000
In [64]:
# Get meteorology precipitation attributes
meteo_precip_attrs = HdfPlan.get_plan_met_precip(plan_hdf_path, ras_object=bald_eagle)
print("\nMeteorology Precipitation Attributes:")
for key, value in meteo_precip_attrs.items():
print(f"{key}: {value}")
2024-11-06 16:15:38,009 - ras_commander.HdfPlan - INFO - Calling get_plan_met_precip 2024-11-06 16:15:38,011 - ras_commander.HdfPlan - INFO - Using HDF file: c:\GH\ras-commander\examples\example_projects\BaldEagleCrkMulti2D\BaldEagleDamBrk.p06.hdf 2024-11-06 16:15:38,017 - ras_commander.HdfPlan - INFO - Finished get_plan_met_precip
Meteorology Precipitation Attributes: DSS Filename: .\Precipitation\precip.2018.09.dss DSS Pathname: /SHG/MARFC/PRECIP/01SEP2018:0200/01SEP2018:0300/NEXRAD/ Data Type: per-cum Interpolation Method: Mode: Gridded Projection: PROJCS["USA_Contiguous_Albers_Equal_Area_Conic_USGS_version",GEOGCS["NAD83",DATUM["North_American_Datum_1983",SPHEROID["GRS 1980",6378137,298.257222101,AUTHORITY["EPSG","7019"]],AUTHORITY["EPSG","6269"]],PRIMEM["Greenwich",0],UNIT["Degree",0.0174532925199433]],PROJECTION["Albers_Conic_Equal_Area"],PARAMETER["latitude_of_center",23],PARAMETER["longitude_of_center",-96],PARAMETER["standard_parallel_1",29.5],PARAMETER["standard_parallel_2",45.5],PARAMETER["false_easting",0],PARAMETER["false_northing",0],UNIT["metre",1,AUTHORITY["EPSG","9001"]],AXIS["Easting",EAST],AXIS["Northing",NORTH]] Raster Cellsize: 2000.0 Raster Cols: 515 Raster Left: 1096000.0 Raster Rows: 522 Raster Top: 2560000.0 Source: DSS Units: in
In [65]:
# Get results unsteady attributes
results_unsteady_attrs = HdfResultsPlan.get_unsteady_info(plan_hdf_path, ras_object=bald_eagle)
print("\nResults Unsteady Attributes:")
for key, value in results_unsteady_attrs.items():
print(f"{key}: {value}")
2024-11-06 16:15:38,030 - ras_commander.HdfResultsPlan - INFO - Calling get_unsteady_info 2024-11-06 16:15:38,032 - ras_commander.HdfResultsPlan - INFO - Using HDF file: c:\GH\ras-commander\examples\example_projects\BaldEagleCrkMulti2D\BaldEagleDamBrk.p06.hdf 2024-11-06 16:15:38,036 - ras_commander.HdfResultsPlan - INFO - Finished get_unsteady_info
Results Unsteady Attributes: Plan Title: 0 b'Gridded Precip - Infiltration' Name: Plan Title, dtype: object Program Name: 0 b'HEC-RAS - River Analysis System' Name: Program Name, dtype: object Program Version: 0 b'HEC-RAS 6.6 September 2024' Name: Program Version, dtype: object Project File Name: 0 b'c:\\GH\\ras-commander\\examples\\example_pro... Name: Project File Name, dtype: object Project Title: 0 b'Bald Eagle Creek Example Dam Break Study' Name: Project Title, dtype: object Short ID: 0 b'Grid Precip Infiltration' Name: Short ID, dtype: object Simulation Time Window: 0 b'08Sep2018 2400 to 13Sep2018 2400' Name: Simulation Time Window, dtype: object Type of Run: 0 b'Unsteady Flow Analysis' Name: Type of Run, dtype: object
In [66]:
# Get results unsteady summary attributes
results_unsteady_summary_attrs = HdfResultsPlan.get_unsteady_summary(plan_hdf_path, ras_object=bald_eagle)
print("\nResults Unsteady Summary Attributes:")
for key, value in results_unsteady_summary_attrs.items():
print(f"{key}: {value}")
# Get results volume accounting attributes
volume_accounting_attrs = HdfResultsPlan.get_volume_accounting(plan_hdf_path, ras_object=bald_eagle)
print("\nVolume Accounting Attributes:")
for key, value in volume_accounting_attrs.items():
print(f"{key}: {value}")
2024-11-06 16:15:38,054 - ras_commander.HdfResultsPlan - INFO - Calling get_unsteady_summary 2024-11-06 16:15:38,057 - ras_commander.HdfResultsPlan - INFO - Using HDF file: c:\GH\ras-commander\examples\example_projects\BaldEagleCrkMulti2D\BaldEagleDamBrk.p06.hdf 2024-11-06 16:15:38,063 - ras_commander.HdfResultsPlan - INFO - Finished get_unsteady_summary 2024-11-06 16:15:38,071 - ras_commander.HdfResultsPlan - INFO - Calling get_volume_accounting 2024-11-06 16:15:38,073 - ras_commander.HdfResultsPlan - INFO - Using HDF file: c:\GH\ras-commander\examples\example_projects\BaldEagleCrkMulti2D\BaldEagleDamBrk.p06.hdf 2024-11-06 16:15:38,078 - ras_commander.HdfResultsPlan - INFO - Finished get_volume_accounting
Results Unsteady Summary Attributes: Computation Time DSS: 0 b'00:00:00' Name: Computation Time DSS, dtype: object Computation Time Total: 0 b'00:06:37' Name: Computation Time Total, dtype: object Maximum WSEL Error: 0 0.0 Name: Maximum WSEL Error, dtype: float32 Maximum number of cores: 0 6 Name: Maximum number of cores, dtype: int32 Run Time Window: 0 b'06NOV2024 14:16:15 to 06NOV2024 14:22:51' Name: Run Time Window, dtype: object Solution: 0 b'Unsteady Finished Successfully' Name: Solution, dtype: object Time Solution Went Unstable: 0 NaN Name: Time Solution Went Unstable, dtype: float32 Time Stamp Solution Went Unstable: 0 b'Not Applicable' Name: Time Stamp Solution Went Unstable, dtype: object Volume Accounting Attributes: Error: 0 0.469215 Name: Error, dtype: float32 Error Percent: 0 0.000331 Name: Error Percent, dtype: float32 Precipitation Excess (acre feet): 0 3756.872803 Name: Precipitation Excess (acre feet), dtype: float32 Precipitation Excess (inches): 0 1.707615 Name: Precipitation Excess (inches), dtype: float32 Total Boundary Flux of Water In: 0 141685.0 Name: Total Boundary Flux of Water In, dtype: float32 Total Boundary Flux of Water Out: 0 17240.263672 Name: Total Boundary Flux of Water Out, dtype: float32 Vol Accounting in: 0 b'Acre Feet' Name: Vol Accounting in, dtype: object Volume Ending: 0 124445.203125 Name: Volume Ending, dtype: float32 Volume Starting: 0 0.0 Name: Volume Starting, dtype: float32